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Relevant bibliographies by topics / Assissing the strength of a material

Academic literature on the topic 'Assissing the strength of a material'

Author: Grafiati

Published: 4 June 2021

Last updated: 20 February 2023

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Journal articles on the topic "Assissing the strength of a material"

1

Hewitt, Paul. "Material Strength." Physics Teacher 42, no. 7 (October 2004): 392. http://dx.doi.org/10.1119/1.1804654.

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Azushima, Akira. "Development of High Strength Material by Material Processing." Reference Collection of Annual Meeting 2000.5 (2000): 9–11. http://dx.doi.org/10.1299/jsmemecjm.2000.5.0_9.

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Curtin, W. A., and H. Scher. "Algebraic scaling of material strength." Physical Review B 45, no. 6 (February 1, 1992): 2620–27. http://dx.doi.org/10.1103/physrevb.45.2620.

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Kalinnikov, A. E., M. G. Kurguzkin, and A. V. Shushkov. "Structurally heterogeneous material strength criterion." Strength of Materials 25, no. 7 (July 1993): 512–17. http://dx.doi.org/10.1007/bf00775129.

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FUKUCHI, Kohei, Katsuhiko SASAKI, Yusuke TOMIZAWA, Ken-ichi OHGUCHI, Ryohei SUZUKI, Tsuyoshi TAKAHASHI, and Takahito EGUCHI. "Strength Properties of Composite Material Containing Phase Change Material." Proceedings of Mechanical Engineering Congress, Japan 2018 (2018): J0450403. http://dx.doi.org/10.1299/jsmemecj.2018.j0450403.

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Mochizuki, A., A. Zhussupbekov, J. Fujisawa, G. Tanyrbergenova, and A. Tulebekova. "Strength Anisotropy of Compacted Sandy Material." Soil Mechanics and Foundation Engineering 57, no. 6 (January 2021): 480–90. http://dx.doi.org/10.1007/s11204-021-09696-1.

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HIRAKATA, Hiroyuki, Kyohei SANO, and Takahiro SHIMADA. "Rewritability of Material Strength by Electrons." Proceedings of the Materials and Mechanics Conference 2019 (2019): OS1015. http://dx.doi.org/10.1299/jsmemm.2019.os1015.

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KOMATSU, Keiji, and Yoshiaki KAKUTA. "High Temperature Strength of Envelope Material." Proceedings of the JSME annual meeting 2003.5 (2003): 339–40. http://dx.doi.org/10.1299/jsmemecjo.2003.5.0_339.

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Seeman, Ego. "Bone??s material and structural strength." Current Opinion in Orthopaedics 18, no. 5 (September 2007): 494–98. http://dx.doi.org/10.1097/bco.0b013e3282a9c162.

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Touahamia, M., V. Sivakumar, and D. McKelvey. "Shear strength of reinforced-recycled material." Construction and Building Materials 16, no. 6 (September 2002): 331–39. http://dx.doi.org/10.1016/s0950-0618(02)00029-6.

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Dissertations / Theses on the topic "Assissing the strength of a material"

1

Ribeiro-Ayeh, Steven. "On the strength of bi-material interfaces." Licentiate thesis, KTH, Aeronautical Engineering, 2002. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-1467.

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Du, Lianxiang. "Laboratory investigations of controlled low-strength material." Access restricted to users with UT Austin EID Full text (PDF) from UMI/Dissertation Abstracts International, 2001. http://wwwlib.umi.com/cr/utexas/fullcit?p3031045.

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Larsson, Rikard. "On Material Modelling of High Strength Steel Sheets." Doctoral thesis, Linköpings universitet, Hållfasthetslära, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-80115.

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The work done in this thesis aims at developing and improving material models for use in industrial applications. The mechanical behaviour of three advanced high strength steel grades, Docol 600DP, Docol 1200M and HyTens 1000, has been experimentally investigated under various types of deformation, and material models of their behaviour have been developed. The origins of all these material models are experimental findings from physical tests on the materials. Sheet metal forming is an important industrial process and is used to produce a wide range of products. The continuously increasing demand on the weight to performance ratio of many products promotes the use of advanced high strength steel. In order to take full advantage of such steel, most product development is done by means of computer aided engineering, CAE. In advanced product development, the use of simulation based design, SBD, is continuously increasing. With SBD, the functionality of a product, as well as its manufacturing process, can be analysed and optimised with a minimum of physical prototype testing. Accurate numerical tools are absolutely necessary with this methodology, and the model of the material behaviour is one important aspect of such tools. This thesis consists of an introduction followed by five appended papers. In the first paper, the dual phase Docol 600DP steel and the martensitic Docol 1200M steel were subjected to deformations, both under linear and non-linear strain paths. Plastic anisotropy and hardening were evaluated and modelled using both virgin materials, i.e. as received, and materials which were pre-strained in various material directions. In the second paper, the austenitic stainless steel HyTens 1000 was subjected to deformations under various proportional strain paths and strain rates. It was experimentally shown that this material is sensitive both to dynamic and static strain ageing. A constitutive model accounting for these effects was developed, calibrated, implemented in a Finite Element software and, finally, validated on physical test data. The third paper concerns the material dispersions in batches of Docol 600DP. A material model was calibrated to a number of material batches of the same steel grade. The paper provides a statistical analysis of the resulting material parameters. The fourth paper deals with a simple modelling of distortional hardening. This type of hardening is able to represent the variation of plastic anisotropy during deformation. This is not the case with a regular isotropic hardening, where the anisotropy is fixed during deformation. The strain rate effect is an important phenomenon, which often needs to be considered in a material model. In the fifth paper, the strain rate effects in Docol 600DP are investigated and modelled. Furthermore, the strain rate effect on strain localisation is discussed.
SFS ProViking Super Light Steel Structures

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Logan, Andrew Thomas. "Short-Term Material Properties of High-Strength Concrete." NCSU, 2005. http://www.lib.ncsu.edu/theses/available/etd-07252005-220433/.

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The need to extend the applicability of the AASHTO LRFD Bridge Design Specifications to high-strength concrete is being addressed by a series of projects being sponsored by the National Cooperative Highway Research Program (NCHRP). Among these projects, NCHRP Project 12-64 is being carried out at North Carolina State University (NCSU) to expand the use of the design specifications to 18,000 psi (124 MPa) for reinforced and prestressed concrete members in flexure and compression. As a part of this project, specimens were tested to determine the material properties of three high-strength concrete mixtures having target compressive strengths of 10,000, 14,000, and 18,000 psi (69, 97, and 124 MPa). The effects of various curing methods were also studied. This study covers the compressive strength, elastic modulus, Poisson?s ratio, and modulus of rupture of high-strength concrete. The study showed that extended curing beyond 7 days resulted in little or no increase in compressive strength. For predicting the elastic modulus of high-strength concrete, the ACI 318-02 or AASHTO-LRFD equation over-estimates the actual modulus while the ACI 363R-92 equation adequately predicts the measured value. The modulus of rupture equation in ACI 318-02 or AASHTO-LRFD gives a good approximation of the modulus of rupture of high-strength concrete when 1-day heat curing and 7-day moist curing are used. The equation from ACI 363R-92 gives a good estimate of modulus of rupture values for continually moist-cured specimens. The Poisson?s ratio of high-strength concrete is generally within the range of that reported for normal-strength concrete.

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Dan-Jumbo, F. G. "Material and structural properties of a novel Aer-Tech material." Thesis, Coventry University, 2015. http://curve.coventry.ac.uk/open/items/699ca3a1-deec-4549-b907-0e06bcdad83f/1.

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This study critically investigates the material and structural behaviour of Aer-Tech material. Aer- Tech material is composed of 10% by volume of foam mechanically entrapped in a plastic mortar. The research study showed that the density of the material mix controls all other properties such as fresh state properties, mechanical properties, functional properties and acoustic properties. Appreciably, the research had confirmed that Aer-Tech material despite being classified as a light weight material had given high compressive strength of about 33.91N/mm2. The compressive strength characteristics of Aer-Tech material make the material a potential cost effective construction material, comparable to conventional concrete. The material also showed through this study that it is a structural effective material with its singly reinforced beam giving ultimate moment of about 38.7KN. In addition, the Aer-Tech material is seen as a very good ductile material since, the singly reinforced beam in tension showed visible signs of diagonal vertical cracks long before impending rapture. Consequently, the SEM test and the neural network model predictions, carried out had showed how billions of closely tight air cells are evenly distributed within the Aer-Tech void system as well as the close prediction of NN model for compressive strength and density are same with the experimental results of compressive strength and density. The result shows that the Aer-Tech NN-model can simulate inputs data and predicts their corresponding output data.

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Claus, Julien. "Investigations on a new high-strength pozzolan foam material." Thesis, Atlanta, Ga. : Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/31804.

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Thesis (M. S.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2009.
Committee Chair: Doyoyo Mulalo; Committee Member: Will Kenneth; Committee Member: Yavari Arash. Part of the SMARTech Electronic Thesis and Dissertation Collection.

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Howell, Benjamin Paul. "An investigation of Lagrangian Riemann methods incorporating material strength." Thesis, University of Southampton, 2000. https://eprints.soton.ac.uk/47085/.

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The application of Riemann Methods formulated in the Lagrangian reference frame to the numerical simulation of non-linear events in solid materials is investigated. Here, solids are characterised by their ability to withstand shear distortion since they possess material strength. In particular, numerical techniques are discussed for simulating the transient response of solids subjected to extreme loading. In such circumstances, the response of solids will often be highly non-linear, displaying elastic and plastic behaviour, and even moderate compressions will produce strong shock waves. This work reviews the numerical schemes or 'hydrocodes' which have been adopted in the past in order to simulate such systems, identifying the advantages and limitations of such techniques. One of the most prominent limitations of conventional Lagrangian methods is that the computational mesh or grid has fixed-connectivity i.e. mesh nodes are connected to the same nodes for all time. This has significant disadvantages since the computational mesh can easily become tangled as the simulated material distorts. The majority of conventional hydrocodes are also constructed using outdated artificial viscosity schemes which are known to diffuse shock waves and other steep features which may be present in the solution. In the work presented here, a novel two-dimensional Lagrangian solver has been developed Vucalm-EP which overcomes many of the limitations of conventional techniques. By employing the Free-Lagrange Method, whereby the connectivity of the computational mesh is allowed to evolve as the material distorts, problems of arbitarily large deformation can be simulated. With the implementation of a spatially second-order accurate, finite-volume, Godunov-type solver, non-linear waves such as shocks are represented with higher resolution than previously possible with contemporary schemes. The Vucalm-EP solver simulates the transient elastic-perfectly plastic response of solids and displays increased accuracy over alternative Lagrangian techniques developed to simulate large material distortion such as Smoothed particle Hydrodynamics (SPH). Via a variety of challenging numerical simulations the Vucalm-EP solver is compared with contemporary Euler, fixed-connectivity Lagrangian, and meshless SPH solvers. These simulations include the solution of one- and two dimensional shock tube problems in aluminium, simulating the collapse of cylindrical shells and modelling high-velocity projectile impacts. Validation against previously published results, solutions obtained using alternative numerical techniques and analytical models illustrates the versatility and accuracy of the technique. Thus, the Vucalm-EP solver provides a numerical scheme for the Lagrangian simulation of extensive material distortion in materials with strength, which has never previously been possible with mesh-based techniques.

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Asgher, Wasim. "Effect of material grade on fatigue strength and residual stresses in high strength steel welds." Thesis, KTH, Lättkonstruktioner, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-101928.

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This thesis work is concerned with effect of material grade on fatigue strength of welded joints. Fatigue strength evaluation of welded joints in as welded and post weld treated condition was carried out with effective notch method. Results of peak stress method have also been compared with those of effective notch method for as welded joints. In addition, using the results of effective notch method, the effect of important weld and global geometry factors on notch stress concentration factor has been studied with 2-level design of experiment and a mathematical relation among stress concentration factor and the geometric factors has been proposed. Overall, thickness of the base plate and toe radius is found to be the most important factors determining fatigue strength of the joint. Welding induced residual stresses have also been predicted using 2D and 3D FEM analysis to see their effect on fatigue strength of the joints. Also, transversal residual stresses were measured using X-ray diffraction method to assess the accuracy of predicted results. Based on simulation results, effect of geometric factors on maximum value of transversal residual stress was also investigated.

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Leigh, Benjamin David. "Strength degradation of carbon-carbon composites for aircraft brakes." Thesis, University of Bath, 1999. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.285332.

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Mirzadeh, Farshad. "Compressive strength and behavior of 8H C3000/PMR15 woven composite material." Diss., Virginia Polytechnic Institute and State University, 1988. http://hdl.handle.net/10919/54337.

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Center-notched and unnotched specimens cut from Celion 3000/PMR15 woven composite panels with 60% fiber volume fraction were tested under quasi-static compressive load to failure at room temperature. Micrographic evidence clearly identifies the mode of compressive failure as fiber kinking. Each fiber in the kink fractures because of a combination of compressive and shear stresses. A post failure mechanism follows the local fiber bundle failures, which completely deforms the material by large cracks. ln center notched specimens, fiber kinks start from the notch and propagate to some distance from the notch before the post failure takes place. The effect of bundle interactions on stresses and strains was clearly distinguished by comparing the results of the finite element analysis of a bundle surrounded by other plies to the results of the Moire interferometry on the edge of a laminate. A model was introduced which incorporated the micromechanical geometry as well as the constituent properties to predict the notched and unnotched compressive strengths of the woven material. For notched strength predictions, the Average Stress Criterion was used, and the characteristic distance was found to be a function of laminate thickness. Predicted notched and unnotched strengths correlate very well with the experimental results.
Ph. D.

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Books on the topic "Assissing the strength of a material"

1

Weber, L. Controlled density low strength material backfill in Illinois. S.l: s.n, 1987.

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Hitch, JL, AK Howard, and WP Baas, eds. Innovations in Controlled Low-Strength Material (Flowable Fill). 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2004. http://dx.doi.org/10.1520/stp1459-eb.

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John, Case. Strength of materials and structures. 4th ed. London: Arnold, 1999.

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Misir, Hemlata. Tensile strength of Otoform K2 silicon impression material: A comparative study. Northampton: University College Northampton, 1999.

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5

Schwarmann, L. Material data of high-strength aluminium alloys for durability evaluation of structures: Fatigue strength, crack propagation, fracture toughness. Düsseldorf: Aluminium-Verlag, 1986.

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International Conference on Mechanical Behavior of Materials (8th 1999 Victoria, B.C.). Progress in mechanical behaviour of material: ICM8, Victoria, Canada, May 16-21, 1999. Victoria, B.C: University of Victoria, 1999.

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Stephan, Loskutov, and Wiley online library, eds. Strained metallic surfaces: Theory, mechanical behavior and fatigue strength. Weinheim: Wiley-VCH, 2009.

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Schwarmann, L. Material Data of High-Strength Aluminum Alloys for Durability Evaluation of Structures. Dusseldorf: Aluminum-Verlag, 1986.

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9

Ashour, Mohamed. Pile group program for full material modeling and progressive failure: Final report. Sacramento, Calif.]: California Dept. of Transportation, Division of Research and Innovation, 2008.

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Bast, Callie C. Probabilistic structural analysis and reliability using NESSUS with implemented material strength degradation model: [final report]. [Cleveland, Ohio]: National Aeronautics and Space Administration, Glenn Research Center, 2001.

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Book chapters on the topic "Assissing the strength of a material"

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Tres, Paul A. "Strength of Material for Plastics." In Designing Plastic Parts for Assembly, 47–76. München: Carl Hanser Verlag GmbH & Co. KG, 2014. http://dx.doi.org/10.3139/9781569905562.003.

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Tres, Paul A. "Strength of Material for Plastics." In Designing Plastic Parts for Assembly, 49–78. München: Carl Hanser Verlag GmbH & Co. KG, 2017. http://dx.doi.org/10.3139/9781569906699.003.

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Tres, Paul A. "Strength of Material for Plastics." In Designing Plastic Parts for Assembly, 51–93. 9th ed. München: Carl Hanser Verlag GmbH & Co. KG, 2021. http://dx.doi.org/10.3139/9781569908211.003.

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Glushak, B. L., O. A. Tyupanova, and Yu V. Batkov. "Dynamic Strength of Materials." In Material Properties under Intensive Dynamic Loading, 221–75. Berlin, Heidelberg: Springer Berlin Heidelberg, 2006. http://dx.doi.org/10.1007/978-3-540-36845-8_6.

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Wanhill, R. J. H. "Residual Strength Requirements for Aircraft Structures." In Aerospace Materials and Material Technologies, 373–86. Singapore: Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-2143-5_18.

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Kelley, Benjamin S., Richard L. Dunn, and Robert A. Casper. "Totally Resorbable High-Strength Composite Material." In Advances in Biomedical Polymers, 75–85. Boston, MA: Springer US, 1987. http://dx.doi.org/10.1007/978-1-4613-1829-3_9.

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Kaufmann, Walter. "Material Properties." In Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces, 5–31. Basel: Birkhäuser Basel, 1998. http://dx.doi.org/10.1007/978-3-0348-7612-4_2.

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Yu, Mao-Hong, and Jian-Chun Li. "Unified Strength Theory and its Material Parameters." In Advanced Topics in Science and Technology in China, 81–128. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-24590-9_4.

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Stanley, P., and E. Y. Inanc. "Assessment of Surface Strength and Bulk Strength of a Typical Brittle Material." In Probabilistic Methods in the Mechanics of Solids and Structures, 231–40. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-82419-7_21.

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Scheiner, Stefan, Vladimir S. Komlev, and Christian Hellmich. "Strength Increase During Ceramic Biomaterial-Induced Bone Regeneration: A Micromechanical Study." In Defect and Material Mechanics, 91–109. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-51632-5_8.

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Conference papers on the topic "Assissing the strength of a material"

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Zabielska-Adamska, Katarzyna, and Mariola Wasil. "Tensile Strength of Barrier Material." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.064.

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The most significant element of the municipal landfill construction is leak-proof assurance which reduces the negative influence of waste on the environment. Mineral liners and covers are correctly built-in cohesive soil layers, with a coefficient of permeability less than 10−9 m/s. Recently, researchers have conducted investigations with the possibility of utilising fly ash as a mineral barrier material. A very important part in the selection of material for the barrier is determining its ability to deformation. Its destruction is initiated by the process of the formation and propagation of cracks caused by tensile stress. Tensile strength was determined for the compacted samples of fly ash and ash with the addition of sodium bentonite which improves plasticity of the ash, as well as for compacted clay, for comparison. Laboratory tests were performed using indirect method (Brazilian test) on disc-shaped samples, using a universal testing machine with a frame load range of ± 1 kN. It was found that sodium bentonite significantly affects the tensile strength of fly ash. The obtained values of deformation and tensile strength of compacted fly ash containing up to 5% bentonite have been compared to those obtained for the clay used in mineral sealing.

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Sterling, William. "Statistical Analysis for Balloon Material Strength Characterization." In AIAA Balloon Systems Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2007. http://dx.doi.org/10.2514/6.2007-2618.

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Mundhenk, Nathan, Ian Palmer, Brian J. Gallagher, and T. Yong Han. "Explaining neural network predictions of material strength." In Applications of Machine Learning 2021, edited by Michael E. Zelinski, Tarek M. Taha, and Jonathan Howe. SPIE, 2021. http://dx.doi.org/10.1117/12.2594295.

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Vogler, T. J., Mark Elert, Michael D. Furnish, William W. Anderson, William G. Proud, and William T. Butler. "DETERMINING MATERIAL STRENGTH IN RAMP LOADING EXPERIMENTS." In SHOCK COMPRESSION OF CONDENSED MATTER 2009: Proceedings of the American Physical Society Topical Group on Shock Compression of Condensed Matter. AIP, 2009. http://dx.doi.org/10.1063/1.3294973.

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Koma, Hisanori, Soichi Hayashi, Yoshikazu Genma, Yasushi Matsuyama, Naoya Okada, and Hajime Ikuno. "Development of High-Strength Aluminum Piston Material." In SAE 2010 World Congress & Exhibition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2010. http://dx.doi.org/10.4271/2010-01-0220.

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Jiang, Yunhui. "The Error Analysis of Material Elastic Modulus and Strength in Similar Material." In 2014 Fifth International Conference on Intelligent Systems Design and Engineering Applications (ISDEA). IEEE, 2014. http://dx.doi.org/10.1109/isdea.2014.231.

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BOYCE, L., and C. CHAMIS. "Probabilistic constitutive relationships for material strength degradation models." In 30th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-1368.

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BOYCE, L., and C. CHAMIS. "Probabilistic constitutive relationships for cyclic material strength models." In Advanced Marine Systems Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1988. http://dx.doi.org/10.2514/6.1988-2376.

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Alexander, Robert, Ulrich Engel, Uwe Lehmann, and Peter Neuhaus. "AlSn10Ni2MnCu - A New High Strength Al-Bearing Material." In International Congress & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1995. http://dx.doi.org/10.4271/950951.

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Jin Hui, Li Jing, and Mo Jianhua. "Fatigue strength test of casting material GS-20Mn5V." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5776254.

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Reports on the topic "Assissing the strength of a material"

1

Cain, P. Initial strength development of 'Astrapack' pump packing material. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1985. http://dx.doi.org/10.4095/304837.

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Chang, C. H., and A. J. Scannapieco. A multifluid mix model with material strength effects. Office of Scientific and Technical Information (OSTI), April 2012. http://dx.doi.org/10.2172/1039311.

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Langton, C. A. Bleed water testing program for controlled low strength material. Office of Scientific and Technical Information (OSTI), November 1996. http://dx.doi.org/10.2172/561101.

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Tanihata, Akito, Naoko Sato, Koji Katsumata, Takashi Shiraishi, Kazuhiro Oda, and Osamu Endo. Strength Enhancement of Piston Material With Die Casting Process. Warrendale, PA: SAE International, September 2005. http://dx.doi.org/10.4271/2005-08-0598.

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Gupta, Yogendra M. Material Strength and Inelastic Deformation Mechanisms in Shocked Ceramics. Fort Belvoir, VA: Defense Technical Information Center, December 2000. http://dx.doi.org/10.21236/ada391652.

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Lassila, D., B. Bonner, V. Bulatov, J. Cazamias, E. Chandler, D. Farber, J. Moriarty, and J. Zaug. Material Strength at High Pressure LDRD Strategic Initiative Final Report. Office of Scientific and Technical Information (OSTI), March 2004. http://dx.doi.org/10.2172/15009805.

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Denissen, Nicholas Allen, and Bradley J. Plohr. Youngs-Type Material Strength Model in the Besnard-Harlow-Rauenzahn Turbulence Equations. Office of Scientific and Technical Information (OSTI), August 2015. http://dx.doi.org/10.2172/1211597.

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Langton, C. A., and N. Rajendran. Utilization of SRS pond ash in controlled low strength material. Technical report. Office of Scientific and Technical Information (OSTI), December 1995. http://dx.doi.org/10.2172/501571.

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GE Fryxell, KL Alford, KL Simmons, RD Voise, and WD Samuels. FY98 Final Report Initial Interfacial Chemical Control for Enhancement of Composite Material Strength. Office of Scientific and Technical Information (OSTI), October 1999. http://dx.doi.org/10.2172/13781.

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Florando, Jeffrey N. Understanding Material Strength Variabilities and Uncertainties for Component Qualification (2020 LDRD Final Report). Office of Scientific and Technical Information (OSTI), March 2020. http://dx.doi.org/10.2172/1634297.

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