Relevant bibliographies by topics / Tensile test

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Tensile test'

Author: Grafiati
Published: 4 June 2021
Last updated: 15 March 2025

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Journal articles on the topic "Tensile test"

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Petch, N. J., and R. W. Armstrong. "The tensile test." Acta Metallurgica et Materialia 38, no. 12 (December 1990): 2695–700. http://dx.doi.org/10.1016/0956-7151(90)90283-m.

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Liao, Wen-Cheng, Po-Shao Chen, Chung-Wen Hung, and Suyash Kishor Wagh. "An Innovative Test Method for Tensile Strength of Concrete by Applying the Strut-and-Tie Methodology." Materials 13, no. 12 (June 18, 2020): 2776. http://dx.doi.org/10.3390/ma13122776.

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Tensile strength is one of the important mechanical properties of concrete, but it is difficult to measure accurately due to the brittle nature of concrete in tension. The three widely used test methods for measuring the tensile strength of concrete each have their shortcomings: the direct tension test equipment is not easy to set up, particularly for alignment, and there are no standard test specifications; the tensile strengths obtained from the test method of splitting tensile strength (American Society for Testing and Materials, ASTM C496) and that of flexural strength of concrete (ASTM C78) are significantly different from the actual tensile strength owing to mechanisms of methodologies and test setup. The objective of this research is to develop a new concrete tensile strength test method that is easy to conduct and the result is close to the direct tension strength. By applying the strut-and-tie concept and modifying the experimental design of the ASTM C78, a new concrete tensile strength test method is proposed. The test results show that the concrete tensile strength obtained by this proposed method is close to the value obtained from the direct tension test for concrete with compressive strengths from 25 to 55 MPa. It shows that this innovative test method, which is precise and easy to conduct, can be an effective alternative for tensile strength of concrete.
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Malý, Pavel, František Lopot, Vojtěch Dynybyl, and Jiří Sojka. "Clinched Joint Tensile Test." Applied Mechanics and Materials 827 (February 2016): 23–26. http://dx.doi.org/10.4028/www.scientific.net/amm.827.23.

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This paper describes the experimental shear test of clinched connection of two sheet metal plates. The force-displacement characteristic was obtained using the set of six testing specimens. Also the properties of the clinched joint were identified and were used in the following work including simulation methods and calculations.
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Závacký, Martin. "A COMPARISON OF TESTING METHODS FOR DETERMINATION OF SPRAYED CONCRETE TENSILE STRENGTH." Acta Polytechnica CTU Proceedings 23 (July 30, 2019): 54–57. http://dx.doi.org/10.14311/app.2019.23.0054.

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Sprayed concrete is important construction material in tunnelling. Primary lining is essential in NATM where the sprayed concrete can be loaded by tension due to bending moments. The tension is common reason of failure because concrete has a relatively low tensile strength. The tensile strength is usually determined by splitting tensile test in laboratory. However, the results can be distorted because the specimen is not loaded by pure tension in this case. The paper compares results of concrete tensile strength determined by two methods: indirect by the splitting tensile test and direct by the modified tensile test.
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Hong, Zhipeng, Mingming He, Mingchen Ding, Xiaoyue Yu, Liang He, Yinuo Zhang, and Zhaoyu Wen. "A Direct Measurement Method for the Uniaxial Tensile Strength of Rock." Buildings 14, no. 12 (December 6, 2024): 3903. https://doi.org/10.3390/buildings14123903.

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A universally applicable direct tension test method is proposed in this paper based on the concept of “compression-to-tension”. Using this method, one or two typical rocks were selected for each of the three types of rocks. The testing results of the direct tension method proposed were compared with the internationally recommended Brazilian splitting method to validate the feasibility of the direct tension method. Results showed that the tensile strengths of six typical rocks were consistent using the direct tensile test method proposed in this study and the Brazilian splitting method recommended internationally. The direct tensile strength deviation coefficient (Cv) of the six types of rocks was less than 0.1, indicating very small variability. In this study, the deviation coefficient (Cv) of the axial displacement corresponding to the tensile strength in both the direct tensile and indirect tensile tests was also less than 0.1, reflecting minimal variability. This shows the consistency of the two tensile test results to a certain extent, and also shows that the direct tensile test method is feasible to determine the tensile strength of rock.
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Man, Ke, Zhifei Song, and Xiaoli Liu. "Dynamic Tensile Test of Granite and Its Tensile Sensitivity." Advances in Civil Engineering 2020 (October 22, 2020): 1–9. http://dx.doi.org/10.1155/2020/8837865.

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Through the dynamic splitting tensile test under various loading rates, different mechanical parameters have been analyzed; not only the dynamic peak stress but also the dynamic peak strain has a good linear relationship with the strain rate. The tensile sensitivity obtained from the dynamic tensile test increases with strain rate gradually, and it shows a nearly linear relation, which fully indicates that the granite specimen is a strain rate sensitive material. Moreover, with the numerical simulation, the damage area of the specimen is consistent with the actual failure mode of the specimen. Furthermore, the influenced factor on the dynamic tensile strength is discussed, which illuminates that the most fundamental reason of the rate effect is that the stress wave velocity is faster than the crack propagation velocity in the specimen during the impact process.
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Elfmark, Jiří, and Petr Staněk. "Analysis of tensile test beyond the ultimate tensile strength." Journal of Materials Processing Technology 34, no. 1-4 (September 1992): 211–17. http://dx.doi.org/10.1016/0924-0136(92)90109-6.

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Kuroda, Masatoshi, Shinsuke Yamanaka, Daigo Setoyama, Masayoshi Uno, Kiyoko Takeda, Hiroyuki Anada, Fumihisa Nagase, and Hiroshi Uetsuka. "Tensile test of hydrided Zircaloy." Journal of Alloys and Compounds 330-332 (January 2002): 404–7. http://dx.doi.org/10.1016/s0925-8388(01)01493-1.

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Plavanescu (Mazurchevici), Simona, Fabrizio Quadrini, and Dumitru Nedelcu. "Tensile Test For Arboform Samples." ACTA Universitatis Cibiniensis 66, no. 1 (July 1, 2015): 147–52. http://dx.doi.org/10.1515/aucts-2015-0044.

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Abstract Petroleum-based plastic materials constitute a major environmental problem due to their low biodegradability and accumulation in various environments. Therefore, searching for novel biodegradable plastics is received particular attention. Our studied material, “Liquid wood” produced from lignin, natural fibres and natural additives, is completely biodegradable in natural environment, in normal conditions. This paper presents the behaviour of Arboform and Arboform reinforced with Aramidic Fibers tensile test analysis. Experimental data show that the tensile strength reached an average value of 15.8 MPa, the modulus of elasticity after tests is 3513.3MPA for Arboform and for the reinforcement the tensile strength is 23.625MPa, the modulus of elasticity after tests is 3411.5MPA, the materials present a brittle behaviour. The high mechanical properties of newly developed material, better than of other ordinary plastics, recommend it as a potential environment-friendly substituent for synthetic plastics, which are present in all fields of activity.
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Mott, P. H., J. N. Twigg, D. F. Roland, H. S. Schrader, J. A. Pathak, and C. M. Roland. "High-speed tensile test instrument." Review of Scientific Instruments 78, no. 4 (2007): 045105. http://dx.doi.org/10.1063/1.2719643.

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Dissertations / Theses on the topic "Tensile test"

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Yin, Penghai. "Tensile Strength of Unsaturated Soils." Thesis, Université d'Ottawa / University of Ottawa, 2021. http://hdl.handle.net/10393/41841.

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Desiccation-induced soil cracking is of significant interest in several engineering disciplines, which include geotechnical and geoenvironmental engineering, mining engineering, and agriculture engineering. The hydraulic, mechanical, thermal and other physico-chemical properties of unsaturated soils can be predominantly influenced due to cracks. Reliable information of these properties is required for the rational design and maintenance of earth structures taking account of the influence the soil-atmosphere interactions (e.g., for expansive soil slopes, earth dams, and embankments). In spite of significant research studies published in the literature on the desiccation-induced cracks during the past century, the fundamental mechanism of crack initiation and propagation of soils induced by drying and shrinkage is still elusive. For this reason, the focus of this thesis is directed towards understanding the tensile strength of unsaturated soils which is associated with soil crack initiation criterion (i.e. maximum tensile stress criterion). Tensile strength is the key property of soils for interpreting the initiation of soil cracking from a macroscopic point of view. A semi-empirical model is proposed for predicting the tensile strength of unsaturated cohesionless soils taking into account the effect of both the negative pore-water pressure in saturated pores and the air-water interfacial surface tension in unsaturated pores. The proposed model is calibrated and validated by providing comparisons between the model predictions and the experimental measurements on 10 cohesionless soils (i.e. five sandy soils and five silty soils) published in the literature. The proposed model is simple and requires only the information of Soil-Water Characteristic Curve (SWCC) and Grain Size Distribution curve (GSD), which can be obtained from conventional laboratory tests. To investigate the influence of microstructure, a practical and reliable estimation approach for predicting the evolution of the microstructural void ratio of compacted clayey soils subjected to wetting and drying paths is proposed. The microstructural evolution of 13 examined soils were investigated quantitatively using the mercury intrusion porosimetry (MIP) results. The investigated soils include four high-plasticity clays, eight low-plasticity clays and a glacial till which is a relatively coarse-grained soil with some fines. Based on this study, a novel criterion has been developed for identifying different pore populations of compacted clayey soils. The “as-compacted state line” (ACSL) was proposed to estimate the initial microstructural void ratio based on the compaction water ratio. A constitutive stress is derived to interpret and predict the volumetric deformation of compacted clay aggregates. The linear elastic constitutive model is used for predicting the microstructural void ratio of the examined compacted soils following monotonic wetting and drying paths. The developed approach (i.e. the ACSL and the linear elastic constitutive model) is validated by providing comparisons between the predicted and interpreted microstructural void ratios for all the examined soils. In addition to the matric suction and microstructure, the confining pressure also influences the tensile strength of unsaturated compacted clayey soils. The tensile strength tests on a compacted clayey soil by both the direct method (i.e. triaxial tensile test) and the indirect method (i.e. Brazilian split test) were performed. It is found that the tensile strength increases as the compaction water content decreases for the range investigated in this study, which could be explained by the variation of the inter-aggregated capillary bonding force and the change in microstructure. The increase in the confining pressure has been found to induce the change in failure mode (i.e. from pure tensile failure mode to combined tensile-shear failure mode). In spite of limitations associated with the Brazilian split test, tensile strength is widely determined using this test due to the simple procedure of specimen preparation and wide availability of test equipment in conventional laboratories. However, the Brazilian tensile strength is found to overestimate the tensile strength of compacted specimens with water content greater than the plastic limit. This is due to the considerable plastic deformation associated with the ductile failure instead of brittle failure. In summary, this thesis is devoted to providing insight into the fundamental mechanisms associated with the desiccation-induced crack initiation by quantitatively investigating the various factors that influence the tensile strength of unsaturated soils, which include the matric suction, the microstructure, and the confining pressure from theoretical studies and laboratory investigations.
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Berry, Carolyn. "DESIGN AND DEVELOPMENT OF TWO TEST FIXTURES TO TEST THE LONGITUDINAL AND TRANSVERSE TENSILE PROPERTIES OF SMALL DIAMETER TUBULAR POLYMERS." DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/494.

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Hundreds of thousands of vascular bypass grafts are implanted in the United States every year, but there has yet to be an ideal graft material to substitute for one’s own autologous vessel. Many synthetic materials have been shown to be successful vessel replacements; however, none have been proven to exhibit the same mechanical properties as native vessels, one of the most important criteria in selecting a vascular graft material. Part of this issue is due to the fact that, currently, there is no “gold standard” for testing the longitudinal and transverse tensile properties of small diameter tubular materials. While there are ASTM and ISO standards that suggest ways to test tubes in their original form, many researchers have published tensile strength data based on cutting the tube and testing it as a flat sample. Thus, it was the aim of this thesis to understand, establish, and implement accurate tensile testing methods of small diameter polymers in their original, tubular state on Cal Poly’s campus. Two test fixtures were created based on specified design criteria in order to test materials in their tubular form in both the longitudinal and transverse directions. Both fixtures were successful in testing PLGA and ePTFE samples, and statistical data was gathered for the transverse test fixture. The new transverse test fixture was tested against the current method of testing, and a significant (α = 0.05) difference between methods was established for ultimate tensile strength. This analysis, however, cannot determine which test method is more accurate, thus more extensive testing is required to verify the design of both fixtures. By developing a method for testing small diameter polymers in tubular form on Cal Poly’s campus, it allows for more testing of various small diameter tubes and more comparative data to validate each design. It also demonstrates a need for a more detailed and widespread standardization of testing for small diameter tubes, especially in vascular substitute applications where the ideal vessel replacement has yet to be found.
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Saha, Ujjal kumar, and Adis Avdic. "Simulating a tensile test of a carbon fiber composite test specimen in ABAQUS." Thesis, Högskolan i Skövde, Institutionen för teknik och samhälle, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:his:diva-5173.

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This work aims at providing a numerical tool for the efficient design of the multidirectional carbon fiber reinforced composite material by means of finite element simulations. Abaqus/ CAE v 6.9-1 software has been used to establish a 3D model for simulation of the tensile test on the composite specimen. The aim of this analysis of multidirectional carbon fiber reinforced composite is to predict the strain and stress distribution in different plies through thickness. Tensile test experiment was carried out and the result was analyzed by ARAMIS to calculate the young’s modulus, stress, loads and strain of the composite specimen. The numerical model was compared against the result obtained from tensile test experiment to arrive at meaningful results for validation. This is done in order to understand the mechanical strength and strain at failure of the composite material. In this work three types of CFRP composite specimens are used, all have same 15 no. of ply but stacked in different orientation. It is found out that mechanical strength, failure load and strain differ slightly depending on this different ply orientation. A series of different modeling technique has also been done to verify the best modeling technique. The micromechanics of composite material is complex and the experimental predictions are time consuming and expensive. Though using FEM frequently solves the problem.
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Gao, Yufei. "Model of Heat Generation Effects During Uniaxial Tensile Test." The Ohio State University, 1985. http://rave.ohiolink.edu/etdc/view?acc_num=osu1391590277.

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Lin, Muh-Ren. "Experimental Investigation of Temperature Effect on Uniaxial Tensile Test." The Ohio State University, 1986. http://rave.ohiolink.edu/etdc/view?acc_num=osu1392371542.

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Lin, Muh-ren. "Experimental investigation of temperature effect on uniaxial tensile test /." The Ohio State University, 1986. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487266011224679.

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Stehn, Lars. "Tensile fracture of ice : test methods and fracture mechanics analysis." Doctoral thesis, Luleå tekniska universitet, Byggkonstruktion och -produktion, 1993. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-18394.

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This thesis is concerned with several aspects of fracture of both brackish (low salinity) sea ice and freshwater ice. The tests and analyses are confined to tensile, or in fracture mechanics language, Mode I, fracture. A large part of this thesis is dedicated to demonstrate that Linear Elastic Fracture Mechanics (LEFM) can be applicable on ice by laboratory and in-situ tests of defined specimens. All interpretations are made using the dicipline of LEFM.First, the development of a field test equipment called FIFT ( a Field Instrument for Fracture toughness Tests on ice) is described. The FIFT is used in both field and laboratory fracture toughness tests on brackish sea ice from the Gulf of Bothnia to describe porosity effects on the apparent fracture toughness, KQ, and estimate crack velocities. An appropriate speciment size, in terms of notch sensitivity, is then provided valid for grain sizes ranging from 1.6 to nearly 100 mm.An augmented use of the FIFT is then described where fracture toughness tests are performed on S1 type freshwater ice to investigate if similarities exist in the local KI fields for three different fracture geometries. The results indicate that, under comparable conditions, KQ is similar for all of the geometries. However, the type of specimen, has a marked influence on the character of the fracture surface.Then, the influence of structural anisotropy on the fracture toughness of S1 ice is investigated by fabricating and testing three different fracture geometries from a single ice core. This approach is suitable for both field and, as in this work, laboratory studies. There is a wide scatter in the KQ values. Possible explanations to the results are discussed in terms of the microstructural influences and specimen size effects.Finally, crack growth resistance measurements on large grained S1 ice is conducted. A new fracture geometry is used which is found to be extremely favorable of promoting stable, stick-slip, crack growth over a large portion of the uncracked ligament. Now a complete characterization of the fracture resistance curve is therefore possible, A negative fracture resistance KR-curve is evaluated for the S1 ice at -16°C.
Godkänd; 1993; 20070426 (ysko)
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Claesson, Filip. "Analysis of length effect dependencies in tensile test for paperboard." Thesis, Luleå tekniska universitet, Institutionen för teknikvetenskap och matematik, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-80410.

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Paperboard combined with polymer and aluminium films are widely used in food packages. Paperboard is used for the bulk of the package material, and provides the stiffness. Paperboard is a highly anisotropic material, which is affected by how the fibers are orientated. Most fibers are aligned in the machine direction (MD), which is the stiffest direction, perpendicular is the cross-machine direction (CD) where fewer fibers are aligned, and the thickness direction (ZD) which is considerably weaker than in the MD and CD directions. Continuum models are used to describe the material properties to aid the design of package manufacturing processes. In continuum models there are no inherent length scale effects, and the material behaviour is the same regardless of the geometry. For paperboard there have been experimentally observed effects of the gauge length and width of tensile tests. To calibrate and develop these models it is important to observe which effect is a material property, if there is an inherent length scale, and which properties are from the boundary conditions of the experimental setup. Creasing is a process where the length scale is considerably smaller than at the standard tensile test, where the material deforms plastically to create creasing lines to easier fold the paperboard. The failure properties from standard tensile tests are not a good predictor of failure in creasing, where the length scale is considerably smaller. To investigate if there is an effect of the length scale, as the length gets smaller, tensile tests have been performed at different gauge lengths. The tensile tests were performed with a width of 15mm and the gauge length was varied in the range 3-100mm in MD and CD. The results from the tensile tests were, the failure strain and failure stress increased as the gauge length of the tests specimens decreased, both in MD and in CD. Initial stiffness decreased as the gauge length decrease (more notable in MD), and there was an increase in hardening at large strains with decreasing gauge length (more notable in CD). An analytical calculation of the reduction in measured stiffness as the gauge length get smaller was performed, where the decrease in stiffness deemed to be strongly related to the out-of-plane shear modulus. By fitting the analytical solution the experimental data the shear modulus was approximated to 60MPa. The shear modulus has been measured for the same paperboard to 70±23MPa. Simulations of the tensile tests at 5mm did fit the experimental data when the material model was calibrated from the tensile test at 100mm, except the increase in hardening at large strains in CD. It was noted that it was important to use the shear modulus that was inversely calculated by the analytical calculations to get the right initial slope of the simulations of the 5mm tensile tests. Creasing simulations were performed of a test setup of the creasing procedure. The male die was lowered 0.3mm to perform the creasing, which in the tests setup do not result in failure in the material. From the simulations the stress at the bottom of the paperboard during creasing exceeded the failure stress from the tensile test performed at 100mm. The stress during creasing was biaxial, it has stresses both in MD and CD, with is different compared to the uniaxial tensile tests at 100mm. The stress from the creasing simulation in CD was at a maximum of 40MPa where the 3mm tensile tests in CD resulted in a failure stress at 39MPa. The maximum stress in the MD creasing simulation was 96MPa, where the 3mm tensile test resulted in a failure stress at 69MPa. The properties from a long span tensile test are not good predictors of failure in creasing, where both stress state and length scale are very different. The failure stress at 3mm tensile tests in CD is close to the maximum stress from creasing simulations, and may be a good indication of failure. The 3mm tensile test in MD resulted in a considerably lower failure stress than the maximum stress in the creasing simulations, which indicates that the 3mm long tensile test is not a good predictor of failure in MD for creasing, where the length scale is even smaller.
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Nakao, S., T. Ando, L. Chen, M. Mehregany, K. Sato, and 一雄 佐藤. "Mechanical characterization of SiC film at high temperatures by tensile test." IEEE, 2008. http://hdl.handle.net/2237/11140.

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Kakumani, Akul. "Design of a Tensile Tester to Test an Ant Neck Joint." The Ohio State University, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=osu1500559241684226.

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Books on the topic "Tensile test"

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Harrington, M. The torque test: A proposed new test to establish the tensile strength of concrete. [London]: Queen Mary and Westfield College, 1998.

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Center, Langley Research, ed. Test methods for textile composites. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1994.

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Center, Langley Research, ed. Fracture test results for 0.5, 0.7 and 0.9 inch thick 2324-T39 aluminum alloy material. Hampton, Va: National Aeronautics and Science Administration, Langley Research Center, 2001.

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Christensen, Donald W. Evaluation of indirect tensile test (IDT) procedures for low-temperature performance of hot mix asphalt. Washington, D.C: Transportation Research Board, 2004.

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Standards Association of Australia. Committee BD/42, Methods of Testing Concrete. Methods of testing concrete: Method for making and curing concrete - compression and indirect tensile test specimens. 3rd ed. [North Sydney, N.S.W.]: Standards Australia, 1985.

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Murch, M. G. A study of the applicability of the tensile weld test for the thick walled polyethylene pipe. Cambridge: TWI, 1995.

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1935-, Adams Donald Frederick, and United States. National Aeronautics and Space Administration., eds. Static tensile and tensile creep testing of five ceramic fibers at elevated temperatures. Moffett Field, Calif: National Aeronautics and Space Administration, Ames Research Center, 1989.

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Schindler, Paul. Optical fiber sensors for damage analysis in aerospace materials: Final report. [Washington, D.C: National Aeronautics and Space Administration, 1995.

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F, Adams Donald, Zimmerman Richard S, and Ames Research Center, eds. Static tensile and tensile creep testing of four boron nitride coated ceramic fibers at elevated temperatures: Final report. Moffett Field, Calif: NASA Ames Research Center, 1989.

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United States. National Aeronautics and Space Administration., ed. Rhenium material properties. [Washington, D.C.]: National Aeronautics and Space Administration, 1995.

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Book chapters on the topic "Tensile test"

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Gooch, Jan W. "Tensile Test." In Encyclopedic Dictionary of Polymers, 734. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_11637.

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Gooch, Jan W. "Tensile-Impact Test." In Encyclopedic Dictionary of Polymers, 733. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_11625.

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Weik, Martin H. "tensile load test." In Computer Science and Communications Dictionary, 1761. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_19344.

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Emmens, Wilko C. "The Tensile Test." In Formability, 7–14. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-21904-7_4.

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Feistle, Martin, Michael Krinninger, Isabella Pätzold, and Wolfram Volk. "Edge-Fracture-Tensile-Test." In 60 Excellent Inventions in Metal Forming, 193–98. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-46312-3_30.

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Lemm, W. "Test for Tensile Stress." In Test Procedures for the Blood Compatibility of Biomaterials, 49–53. Dordrecht: Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-011-1640-4_6.

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Bierögel, C., and W. Grellmann. "Quasi-static tensile test - introduction." In Polymer Solids and Polymer Melts–Mechanical and Thermomechanical Properties of Polymers, 83–87. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-55166-6_15.

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Bierögel, C., and W. Grellmann. "Quasi-static tensile test – application." In Polymer Solids and Polymer Melts–Mechanical and Thermomechanical Properties of Polymers, 152–62. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-55166-6_19.

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Gromada, Magdalena, Gennady Mishuris, and Andreas Öchsner. "Characterisation of the Tensile Test." In SpringerBriefs in Applied Sciences and Technology, 1–16. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-22134-7_1.

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Bierögel, C., and W. Grellmann. "Quasi-static tensile test – tensile properties of thermoplastics - data." In Polymer Solids and Polymer Melts–Mechanical and Thermomechanical Properties of Polymers, 88–99. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-55166-6_16.

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Conference papers on the topic "Tensile test"

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Sadeq, Hajar, Abdelkader Nasser, Abdelhamid Kerkour El Miad, and Najib Amar. "Optimizing Specimen Geometry for Improved Splitting Tensile Test Performance: A Numerical Investigation." In 2024 International Conference on Circuit, Systems and Communication (ICCSC), 1–6. IEEE, 2024. http://dx.doi.org/10.1109/iccsc62074.2024.10616925.

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Renić, Tvrtko, and Tomislav Kišiček. "Direct tensile strength test of concrete." In 4th Symposium on Doctoral Studies in Civil Engineering. University of Zagreb Faculty of Civil Engineering, 2018. http://dx.doi.org/10.5592/co/phdsym.2018.09.

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Biswas, Aadi, Van W. Wong, B.S, Albert C. Chen, Ph.D, and Robert L. Sah, M.D., Sc.D. "Biaxial Tensile Test System: Articular Cartilage Properties in Biaxial vs. Uniaxial Tension." In 11th Annual International Conference on Industrial Engineering and Operations Management. Michigan, USA: IEOM Society International, 2021. http://dx.doi.org/10.46254/an11.20211145.

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Wang, Yucang, Fernando Alonso-Marroquín, Masami Nakagawa, and Stefan Luding. "Calibration of DEM simulation: Unconfined Compressive Test and Brazilian Tensile Test." In POWDERS AND GRAINS 2009: PROCEEDINGS OF THE 6TH INTERNATIONAL CONFERENCE ON MICROMECHANICS OF GRANULAR MEDIA. AIP, 2009. http://dx.doi.org/10.1063/1.3179944.

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Hayakawa, Naoki, Kensuke Tsuchiya, and Toshifumi Kakiuchi. "Development of micro-scale tensile fatigue test system." In 2016 IEEE 11th Annual International Conference on Nano/Micro Engineered and Molecular Systems (NEMS). IEEE, 2016. http://dx.doi.org/10.1109/nems.2016.7758252.

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Carbonneau, X. "Evaluation of the indirect tensile stiffness modulus test." In Sixth International RILEM Symposium on Performance Testing and Evaluation of Bituminous Materials. RILEM Publications SARL, 2003. http://dx.doi.org/10.1617/2912143772.038.

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Lai, B. T., H. Li, H. H. Liu, J. L. Zhang, and D. Georgi. "Brazilian Tensile Strength Test of Orgainc-rich Shale." In Abu Dhabi International Petroleum Exhibition and Conference. Society of Petroleum Engineers, 2015. http://dx.doi.org/10.2118/177644-ms.

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Strnadel, Bohumír, and Jan Brumek. "The Size Effect in Tensile Test of Steels." In ASME 2013 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/pvp2013-98162.

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Efforts to characterize small-scale tensile properties are driven by the need to reliably predict the performance of engineering parts during service. It has been clearly demonstrated that tensile properties depend on test specimen size. Smaller test specimens of railway wheel steel R7T exhibit shorter elongation to failure. Both uniform elongation and post-necking elongation increase with decreasing gauge length of specimens with the same cross-sectional area. A nonlocal damage model based on a strain gradient-dependent constitutive plasticity theory reproduces experimental findings. Detailed computations predict that the elongation to failure increases proportional to the square of the ratio of the steel characteristic length to the diameter of the circular cross-section of the specimen. Heterogeneous damage nucleation is taken into account to explain the effect of specimen size on the ductility of the investigated steel. The evolution of porosity due to nucleation of voids is a decisive factor affecting the dependence of ductility on specimen size; void growth plays a secondary role.
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Zheng, Zujia, Xue Yang, Zhigang Chen, and Mingchao Yu. "Tensile Test of GFRP Bar Using Machine Vision." In 2017 International Conference Advanced Engineering and Technology Research (AETR 2017). Paris, France: Atlantis Press, 2018. http://dx.doi.org/10.2991/aetr-17.2018.53.

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GLASER, R. "A microdynamic version of the tensile test machine." In 32nd Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1991. http://dx.doi.org/10.2514/6.1991-1082.

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Reports on the topic "Tensile test"

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N. Conceptual Design Report for the NGNP Tensile Test Vehicle. Office of Scientific and Technical Information (OSTI), September 2006. http://dx.doi.org/10.2172/911730.

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Lovell, Alexis, Garrett Hoch, Christopher Donnelly, Jordan Hodge, Robert Haehnel, and Emily Asenath-Smith. Shear and tensile delamination of ice from surfaces : The Ice Adhesion Peel Test (IAPT). Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41781.

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For decades, researchers have sought to understand the adhesion of ice to surfaces so that low-cost ice mitigation strategies can be developed. Presently, the field of ice adhesion is still without formal standards for performing ice adhesion tests. The U.S. Army Corps Engineers’ Research and Development Center’s Cold Regions Research and Engineering Laboratory (ERDC-CRREL) has a longstanding history as an independent third party for ice adhesion testing services. Most notably, CRREL’s Zero-Degree Cone Test (ZDCT) has been an industry favorite for more than 30 years. Despite its wide acceptance, the ZDCT contains some shortcomings, namely that freshwater ice is formed on the surface of interest within the confines of an annular gap. To address this limitation, CRREL developed and uses the Ice Adhesion Peel Test (IAPT) for testing ice adhesion. This test employs an open planar substrate from which the ice can be removed under either tensile or shear loading, thereby allowing ice to be grown directly on the target substrate without the use of molds. The IAPT configuration is therefore amenable to different ice types and geometries and will provide utility to research studies that aim to develop surface treatments to mitigate ice in a wide range of environments. This report describes the IAPT and its use for characterizing the ice adhesion properties of materials.
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Gubbi, A. N., A. F. Rowcliffe, W. S. Eatherly, and L. T. Gibson. Effects of strain rate, test temperature and test environment on tensile properties of vandium alloys. Office of Scientific and Technical Information (OSTI), October 1996. http://dx.doi.org/10.2172/414856.

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Struble, L., and N. Waters. Tensile test to measure adhesion between old and new cement paste. Gaithersburg, MD: National Bureau of Standards, 1988. http://dx.doi.org/10.6028/nbs.ir.87-3685.

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Francini and Quade. PR-218-08702-R01 Additional Validation the Remaining Strength of Corroded Casing to Additional Cases. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), September 2010. http://dx.doi.org/10.55274/r0010715.

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This project is a follow up to the project titled "Effects of Tensile Loading on Remaining Strength of Corroded Casing." The objective is to test additional samples of corroded casing that will fail at typical storage well operating pressures and transfer the developed technology to MFL vendors for use in storage fields. A test matrix of 13 specimens was developed and tested. The test specimens consisted of natural corrosion and machined defects. Prior to testing: � the specimen material was characterized with tensile, Charpy V-notch, hardness, and chemical tests and � the test specimens were shipped to 2 MFL vendors for logging. The results of the testing and MFL characterization are summarized in this report.
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Quintana and Gianetto. L52343 Background of All-Weld Metal Tensile Test Protocol Procedures for High Strength Pipelines. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), December 2011. http://dx.doi.org/10.55274/r0010444.

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This work was undertaken for the purpose of improving the reliability of strength measurements for the specific case of narrow gap pipe girth welds. The investigation was part of a major consolidated program of research sponsored by DOT-PHMSA and PRCI to advance weld design, establish weld testing procedures and assessment methodologies, and develop optimized welding solutions for joining high strength steel pipe. Development of an all-weld metal tensile test protocol for high strength steel pipe applications. The focus is on test method evolution as researchers sought improvements in measurement consistency. With these improvements came a broader understanding of the stress-strain behavior of high strength weld metal and some of the factors that influence tensile results. The results show that traditional methods of measurement can become inadequate as materials and methods of fabrication change. In this case, continuing to downsize tensile specimens for measurement of weld metal properties without establishing a context for those measurements can easily lead to errors in assessing the suitability of welding materials and welding procedures for the intended applications.
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Badcock, C. D., and R. Madhavan. PR-106-521-R02 Pipe Collapse under Combined Axial Tension and External Pressure. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), August 1987. http://dx.doi.org/10.55274/r0011756.

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This report documents the work accomplished during the course of a three year period. The main objective of this study was to investigate the collapse of thick-walled tubes under combined axial tension and pressure. A combined analytic and experimental approach was adopted. The D/t range of interest was 10-40. A number of collapse tests were conducted using small diameter tubing. Careful measurements of geometrical and material parameters were carried out before each collapse test. Tension-pressure collapse envelopes were obtained for tubes of different D/t. Collapse tests involving different loading paths as well as initially ovalized tubes were carried out. Specimen of lower DIt values tested at very high tensile loads showed a lack of collapse failure within the load-displacement capability of the setup.
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Park. L52339 Small Scale Low Constraint Fracture Toughness Test Results for High Strength Pipelines. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), December 2011. http://dx.doi.org/10.55274/r0010460.

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This is the fifth report of a series of seven reports detailing the small-scale mechanical testing performed on the trial welds in this consolidated program. An outline of the reporting flow is given in the Introduction to the Summary of Mechanical Properties report 277-T-08. The present report contains the results of application of the low-constraint tensile toughness test, supplemented with results of shallow-notch bend tests, to the three series of welds in the consolidated program, including tests on base metal, weld metal, and HAZ.
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Haggag. L52280 In-Situ Measurement of Pipeline Mechanical Properties Using Stress-Strain Microprobe - Validation. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), April 2007. http://dx.doi.org/10.55274/r0010668.

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Most pipeline companies operate infrastructure that spans a wide range of vintages including pipelines that were built in 1950s to the 2000s. Some of the pipelines have changed hands, and in many cases, more than once, resulting in a loss of the operating history and of pertinent pipeline data relating to the grade or mechanical properties. In the case of pipelines of unknown grades, PHMSA (OPS/DOT) stipulates the assumption of a 24 ksi yield strength, regardless of its construction. OPS also allows the establishment of the Specified Minimum Yield Strength (SMYS) of the pipeline by verifying its yield strength by carrying out statistically valid sampling. Conventional tensile testing requires the removal of samples from the pipeline for testing which results in temporary line shut down and loss of transmission service. The constructability issues around this are complex, and it requires line repair after sample extraction. In addition, this can result in a loss of throughput and consequent disruption of supply. An appropriate and relevant amount of data from the nondestructive Automated Ball Indentation (ABI) tests and the destructive tensile and fracture toughness tests provides reasonable statistical data sets to establish the validity and accuracy of the ABI technique which produces both tensile and fracture toughness properties from each single test. The ABI test (accomplished in less than two minutes) is now proven to replace both the tensile and fracture toughness tests without specimen machining or service interruption, and it requires only localized surface polishing of in-service pipelines.
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Williams. NR198603 Notched Tensile Test Procedure for Evaluating the Ductility of Seam Welds in ERW Pipe. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), August 1986. http://dx.doi.org/10.55274/r0011230.

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Although current manufacturing methods result in highly reliable welds in ERW pipe, occasional small bond line defects, difficult to detect with present nondestructive test techniques, still are found. The development of improved inspection techniques to permit the detection of such small defects is a difficult undertaking. An Alternative approach toward increasing the reliability of ERW pipe is to insure that the weld region is able to tolerate the presence of any undetected defects without failure, that is, to insure that the weld has adequate ductility. Studies were conducted to determine why welds in some ERW pipes failed to show acceptable weld ductility as defined by the ratio of notched tensile strength (NTS) to unnotched tensile strength (TS), when all other observations indicated that the welds had good weld ductility.
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