Готові списки джерел за темами / Mechanical and durability properties

Добірка наукової літератури з теми "Mechanical and durability properties"

Автор: Grafiati
Опубліковано: 10 грудня 2022
Оновлено: 28 січня 2023

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Статті в журналах з теми "Mechanical and durability properties"

1

Murad, Yasmin Zuahir, Ammar Nsairat, Mu’taz Khawaldeh, Masa Ayasrah, Zaki Othman, Monther Nayfeh, Ahmad Alothmani, et al. "Mechanical and Durability Properties of Green Concrete." International Review of Civil Engineering (IRECE) 13, no. 4 (July 31, 2022): 309. http://dx.doi.org/10.15866/irece.v13i4.20280.

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2

Chen, Hai Bo, Yu Fang Fu, and Xue Bin Jia. "The Effect of Curing Conditions on Mechanical Properties and Durability of Concrete." Advanced Materials Research 785-786 (September 2013): 204–8. http://dx.doi.org/10.4028/www.scientific.net/amr.785-786.204.

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Curing conditions is one of the most influential factors on mechanical properties and durability of concrete. The mechanical properties (strength and dynamic modulus of elasticity) and durability (water permeability, air permeability and coulomb electric flux) of concrete under water curing and air curing were analyzed through the tests, and the significance of the curing conditions influence on mechanical properties and durability were compared. Test results indicate that the effect of curing conditions on the durability was much large than on the mechanical properties, and strength should not be the single control indicator while considering the effect of curing, moreover the some durability indicators of concrete also should be taken into consideration, which can provide the reference for engineering application.
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3

Zhang, Jingjing, Jianwei Cheng, Yuanming Dou, and Qin Xin. "Mechanical Properties and Durability of Fiber-reinforced Concrete." Journal of Engineering Science and Technology Review 10, no. 5 (2017): 68–75. http://dx.doi.org/10.25103/jestr.105.08.

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4

del Carmen Camacho, María, Oscar Galao, Francisco Baeza, Emilio Zornoza, and Pedro Garcés. "Mechanical Properties and Durability of CNT Cement Composites." Materials 7, no. 3 (February 28, 2014): 1640–51. http://dx.doi.org/10.3390/ma7031640.

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5

Shaikh, Faiz. "Mechanical and Durability Properties of Green Star Concretes." Buildings 8, no. 8 (August 17, 2018): 111. http://dx.doi.org/10.3390/buildings8080111.

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This paper presents mechanical and durability properties of green star concretes. Four series of concretes are considered. The first series is control concrete containing 100% ordinary Portland cement, 100% natural aggregates and fresh water. The other three series of concretes are green star concretes according to Green Building Council Australia (GBCA), which contain blast furnace slag, recycled coarse aggregates and concrete wash water. In all above concretes compressive strength, indirect tensile strength, elastic modulus, water absorption, sorptivity and chloride permeability are measured at 7 and 28 days. Results show that mechanical properties of green star concretes are lower than the control concrete at both ages with significant improvement at 28 days. Similar results are also observed in water absorption, sorptivity and chloride permeability where all measured durability properties are lower in green star concretes compared to control concrete except the higher water absorption in some green star concretes.
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6

Ganesh G, Sakthi. "Mechanical and Durability Properties of Self Compacting Concrete." International Journal of Engineering Trends and Technology 48, no. 4 (June 25, 2017): 193–99. http://dx.doi.org/10.14445/22315381/ijett-v48p235.

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7

Walker, R., S. Pavia, and R. Mitchell. "Mechanical properties and durability of hemp-lime concretes." Construction and Building Materials 61 (June 2014): 340–48. http://dx.doi.org/10.1016/j.conbuildmat.2014.02.065.

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8

Wang, Jiabin, Ditao Niu, and Yongli Zhang. "Mechanical properties, permeability and durability of accelerated shotcrete." Construction and Building Materials 95 (October 2015): 312–28. http://dx.doi.org/10.1016/j.conbuildmat.2015.07.148.

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9

Bello, Claudia Brito de Carvalho, and Antonella Cecchi. "Experiments on natural fibers: durability and mechanical properties." Advances in Materials and Processing Technologies 3, no. 4 (August 11, 2017): 632–39. http://dx.doi.org/10.1080/2374068x.2017.1364880.

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10

Chylík, Roman, Tomáš Trtík, Josef Fládr, and Petr Bílý. "Mechanical properties and durability of crumb rubber concrete." IOP Conference Series: Materials Science and Engineering 236 (September 2017): 012093. http://dx.doi.org/10.1088/1757-899x/236/1/012093.

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Дисертації з теми "Mechanical and durability properties"

1

Osman, Abir Abdel-Moneim. "Durability and mechanical properties of deep-mixed clays." Thesis, University of Cambridge, 2007. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.613174.

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2

Li, Xincheng. "Mechanical properties and durability performance of reactive magnesia cement concrete." Thesis, University of Cambridge, 2013. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.607703.

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3

South, Joseph Thomas. "Mechanical Properties and Durability of Natural Rubber Compounds and Composites." Diss., Virginia Tech, 2001. http://hdl.handle.net/10919/26306.

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The focus of this research was to investigate the effect of thermal degradation upon the mechanical properties of natural rubber compounds and apply those effects to the life prediction of off axis 2-ply cord rubber laminates. The work examined both the quasi-static and dynamic mechanical properties of two natural rubber vulcanizates, which had been subjected to isothermal anaerobic aging. Thermal aging was performed on two different natural rubber vulcanizates. The thermal aging was conducted between the temperatures of 80 and 120°C for times ranging from 3 to 24 days. The effect of thermal degradation was measured from the changes in the chemical composition of the vulcanizates as functions of time at temperature. A master curve relationship between the changes in the chemical composition of the vulcanizates due to thermal degradation and their static and dynamic mechanical properties has been developed. This relationship allowed for the prediction of the vulcanizate mechanical properties after thermal aging. It was found that the mechanical properties correlated with the percentage of poly and monosulfidic crosslinks, where in general higher levels of polysulfidic crosslink gave rise to the highest mechanical properties. Crack propagation in an aged and unaged natural rubber vulcanizate was measured using a double cantilever beam, DCB. This type of testing arrangement exhibits a plane strain condition and resulted in crack growth rates two orders of magnitude faster than traditional plane stress testing geometries. To validate the DCB specimens, an investigation into the potential cavitation inside the rubber of the DCB specimens was performed. It was found that no cavitation occurred due to the high speed of the fracture. DCB samples were thermally aged to determine the effect of thermal aging upon the crack growth rate. It was found that crack growth rates increase with thermal aging. Life prediction of the aged 2-ply laminates was performed using a finite element analysis. In order to verify the finite element models used in the life prediction, the fatigue failure and crack growth characteristics of off axis 2-ply cord-rubber laminates were examined with a delamination analysis. This analysis allowed for the determination of the modulus of off axis 2-ply laminates in the presence of damage as well as the calculation of the crack growth rates of the laminate. The failure of unaged and thermally aged 2-ply laminates was evaluated and compared to the crack growth rates of thermally aged DCB specimens. The trend due to thermal aging between the two types of testing specimens was consistent. The finite element analysis was sectioned into two approaches: crack initiation and crack propagation. The former utilized a residual strength approach, while the latter applied a fracture mechanics approach. The predicted stress versus cycles, S-N, curves were not in complete agreement with the experimental data. The error between the predicted and the experimental is discussed and future work to correct that error is suggested. While there was not complete agreement between the predicted and the experimental data, this dissertation outlines a comprehensive approach to track the effects of thermal degradation and apply those effects to a real world application.
Ph. D.
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4

An, Ke. "Mechanical Properties and Electrochemical Durability of Solid Oxide Fuel Cells." Diss., Virginia Tech, 2003. http://hdl.handle.net/10919/11088.

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The mechanical properties of unaged and aged constituent materials for solid oxide fuel cells were evaluated using microindentation, plate tensile, four-point bend, ball on ring and pressure on ring tests. The Vickers hardness of the anode, interconnect and electrolyte was determined before and after 1000 hours aging at 1000 oC in air. The fracture toughness KIC was found for the electrolyte materials. Finite element analysis (FEA) was validated and used to calculate the stress distribution and peak stress for the biaxial strength test. A Weibull analysis was carried out on the test/FEA-predicted peak stresses, and Weibull strength, modulus and material scale parameters were found for each test methodology. The methodologies were evaluated based on the results of the Weibull analysis and the pressure on ring test is preferred one for brittle thin film fracture strength testing. Half cell SOFCs with composite cathode (Pr0.7Sr0.3)MnO3±δ /8YSZ on the 8YSZ electrolyte were aged 1000 hours at 1000 oC in air with/without polarization and investigated using Electrochemical Impedance Spectroscopy (EIS), Scanning Electron Microscopy (SEM), Brunauer-Emmett-Teller (B.E.T.) method and X-ray Diffraction (XRD). The performance of the half cell SOFCs degraded after aging with/without polarization compared to the initial state, which was ascribed to the decrease of the electrolyte conductivity. The current load was shown to have impact on the performance by slowing down the decreasing rate of the polarization resistance of the SOFCs. After aging, the microstructural properties - pore size and pore volume changed, and growth of grains was found on the (Pr0.7Sr0.3)MnO3 phases, which may have contributed to the decrease of the activation polarization by decreasing the capacitance and increasing the number of active sites. After aging the high frequency EIS arcs/peaks shifted to a lower frequency range, and the low frequency arcs/peaks became unapparent compared to before aging. A 3-D multiphysics finite element model was used to simulate the performance of the half cell SOFC. The effective exchange current density and the effective ionic conductivity of the cathodes showed much influence on the performance of the SOFC. Predicted and observed performance was compared. Suggestions were given for the further experiments on the composite cathode.
Ph. D.
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Mohr, Benjamin J. "Durability of Pulp Fiber-Cement Composites." Diss., Georgia Institute of Technology, 2005. http://hdl.handle.net/1853/7222.

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Wood pulp fibers are a unique reinforcing material as they are non-hazardous, renewable, and readily available at relatively low cost compared to other commercially available fibers. Today, pulp fiber-cement composites can be found in products such as extruded non-pressure pipes and non-structural building materials, mainly thin-sheet products. Although natural fibers have been used historically to reinforce various building materials, little scientific effort has been devoted to the examination of natural fibers to reinforce engineering materials until recently. The need for this type of fundamental research has been emphasized by widespread awareness of moisture-related failures of some engineered materials; these failures have led to the filing of national- and state-level class action lawsuits against several manufacturers. Thus, if pulp fiber-cement composites are to be used for exterior structural applications, the effects of cyclical wet/dry (rain/heat) exposure on performance must be known. Pulp fiber-cement composites have been tested in flexure to examine the progression of strength and toughness degradation. Based on scanning electron microscopy (SEM), environmental scanning electron microscopy (ESEM), energy dispersive spectroscopy (EDS), a three-part model describing the mechanisms of progressive degradation has been proposed: (1) initial fiber-cement/fiber interlayer debonding, (2) reprecipitation of crystalline and amorphous ettringite within the void space at the former fiber-cement interface, and (3) fiber embrittlement due to reprecipitation of calcium hydroxide filling the spaces within the fiber cell wall structure. Finally, as a means to mitigate kraft pulp fiber-cement composite degradation, the effects of partial portland cement replacement with various supplementary cementitious materials (SCMs) has been investigated for their effect on mitigating kraft pulp fiber-cement composite mechanical property degradation (i.e., strength and toughness losses) during wet/dry cycling. SCMs have been found to be effective in mitigating composite degradation through several processes, including a reduction in the calcium hydroxide content, stabilization of monosulfate by maintaining pore solution pH, and a decrease in ettringite reprecipitation accomplished by increased binding of aluminum in calcium aluminate phases and calcium in the calcium silicate hydrate (C-S-H) phase.
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Gooch, Christie M. "The effects of processing on the mechanical properties and durability of PETI-5 resins." Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/16811.

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Sunnegårdh-Grönberg, Karin. "Calcium aluminate cement as dental restorative : Mechanical properties and clinical durability." Doctoral thesis, Umeå universitet, Tandhygienistprogrammet, 2004. http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-270.

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In 1995, the Swedish government recommended the discontinuation of amalgam as restorative in paediatric dentistry. Because the mercury content in amalgam constitutes an environmental hazard, its use has declined. The use of resin composites is increasing, but the polymerisation shrinkage of the material is still undesirably high, and the handling of uncured resin can cause contact dermatitis. A new restorative material has recently been developed in Sweden as an alternative to amalgam and resin composite: a calcium aluminate cement (CAC). CAC has been marketed as a ceramic direct restorative for posterior restorations (class I, II) and for class V restorations. This thesis evaluates mechanical properties and clinical durability of the calcium aluminate cement when used for class II restorations. Hardness, in vitro wear, flexural strength, flexural modulus, and surface roughness were evaluated. A scanning electron replica method was used for evaluation of the interfacial adaptation to tooth structures in vivo. The durability was studied in a 2-year intra-individually clinical follow-up of class II restorations. Major results and conclusions from the studies are as follows: • The CAC was a relatively hard material, harder than resin-modified glass ionomer cement but within the range of resin composites. The CAC wore less than resin-modified glass ionomer cement but more than resin composite. • Flexural strength of CAC was in the same range as that of zinc phosphate cement and far below that of both resin composite and resin-modified glass ionomer cement. Flexural modulus of CAC was higher than both resin composite and resin-modified glass ionomer cement. The low flexural strength of CAC precludes its use in stress-bearing areas. • Surface roughness of CAC could be decreased by several polishing techniques. • For CAC restorations, interfacial adaptation was higher to dentin but lower to enamel compared with resin composite restorations. Fractures were found perpendicular to the boarders of all CAC restorations and may indicate expansion of the material. • After 2 years of clinical service, the class II CAC restorations showed an unacceptably high failure rate. Material fractures and tooth fractures were the main reasons for failure.
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Sunnegårdh-Grönberg, Karin. "Calcium aluminate cement as dental restorative : mechanical properties and clinical durability /." Umeå : Univ, 2004. http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-270.

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Huda, Sumaiya Binte. "Mechanical and durability properties of recycled and repeated recycled coarse aggregate concrete." Thesis, University of British Columbia, 2014. http://hdl.handle.net/2429/46068.

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Disposal and treatment of construction and demolition (C&D) wastes are often costly and hazardous to the environment. Their recycling could lead to a greener solution to the environmental conservation and pave the way towards sustainability. This study utilizes demolished concrete as coarse aggregate often termed as recycled coarse aggregate (RCA) for producing industry quality concrete. Large scale recycling can substantially reduce the consumption of natural aggregate and help preserve the environment. However, in near future, it can raise new challenges. The use of “repeated recycled coarse aggregate” in concrete production can be a viable solution to the growing problem regarding the C&D waste disposal. During the development of new generation product like recycled and repeated recycled coarse aggregate concrete, it is essential to investigate the fresh, hardened, and durability properties of concrete to promote and escalate its application in the construction industry. This research investigates the fresh, mechanical, and durability properties of 25 MPa recycled aggregate concrete (RAC) made with different RCA replacement levels. Durability performance of 25 MPa RAC was evaluated in terms of sulphate attack and cyclic wetting and drying along with chloride exposure. Chloride propagation was evaluated after 1, 4, 9, 16, 28, 90, and 120 cycles. This study reveals that the performance of RAC is decreasing with increasing RCA replacement levels but their overall performance is comparable to natural aggregate concrete (NAC). Three different generations of repeated recycled coarse aggregate concrete were produced using 100% RCA as a replacement of natural coarse aggregate. Similar mix design was used for producing 32 MPa concrete. Along with this, their durability performance was examined under three different exposure conditions namely, freeze-thaw, sulphate, and chloride exposure. It was found that the compressive strength of different generations of repeated recycled concrete was lower than the control concrete. However, all of the mixes exceeded the target strength at 120 days. The durability performance of the different generations of repeated recycled coarse aggregate concrete was negatively affected by using different generations of such aggregates but still these findings will add a new achievement towards sustainable world.
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Morales, Hernandez Maria B. "Leaching behaviour, mechanical and durability properties of mortar containing municipal incineration bottom ash." Thesis, Sheffield Hallam University, 2003. http://shura.shu.ac.uk/20080/.

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The review of municipal solid waste (MSW) management scheme has indicated that the amount of MSW sent to incineration plants will increase in the UK in coming years. Therefore, the amount of municipal solid waste incineration (MSWI) residues generated will increase significantly. MSWI residues are divided into MSWI fly ash (MSWI-FA) and MSWI bottom ash (MSWI-BA). MSWI-FA is classified as hazardous residue thereby requires special treatment before disposal. MSWI-BA is mostly disposed in landfill sites. MSWI-BA fraction with particle size diameter below approximately 2mm has low engineering properties and may have an adverse effect on the environment due to its high porosity, solubility and leachability of possible toxic compounds. This research programme has investigated new potential uses and leaching behaviour of mortar containing MSWI-BA with particle size diameters below 2.36mm. Fraction of MSWI-BA with particle size diameters (&phis;) below 2.36 mm (&phis; <2.36) was divided into different sub-fractions to evaluate their influence on compressive strength of concrete when used as partial replacement of cement or sand. MSWI-BA fraction with &phis; <212mum (fine fraction) and 212mum < &phis;2.36mm (coarse fraction) used as partial replacement of cement and sand respectively, showed higher compressive strength compared with the other fractions examined. In addition, replacing sand with the coarse fraction of MSWI-BA exhibited similar or higher strength than the reference mix. Examination of physical and chemical properties of the fine and coarse fractions of MSWI-BA unbound indicated that both fractions had potential to be used as replacement of cement or sand. However, the evaluation of their leaching behaviour suggested that they should be bound in cement-based systems to avoid leaching of potential toxic elements. Evaluation of physical, mechanical and sulfate resistance properties of mortars containing 15% of the fine fraction of MSWI-BA as a partial replacement of cement and 50% of the coarse fraction as partial replacement of sand indicated potential uses in concrete production. In addition, the leachability of mortar specimens containing 15% and 50% of MSWI-BA as partial replacement of cement and sand respectively was significantly reduced when compared to unbound MSWI-BA fractions.
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Книги з теми "Mechanical and durability properties"

1

Reifsnider, K. L. Damage tolerance and durability of material systems. New York: Wiley Interscience, 2002.

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2

Jennings, Hamlin. The Modelling of Microstructure and its Potential for Studying Transport Properties and Durability. Dordrecht: Springer Netherlands, 1996.

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3

Canada Centre for Mineral and Energy Technology. Mechanical Properties and Freezing and Thawing Durability of Concrete Incorporating A Ground Granulated Blast-Furnace Slag. S.l: s.n, 1986.

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4

Schulz, Paul. Materials research for high speed civil transport and generic hypersonics: Metals durability. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1996.

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5

Baker, Donald J. Ten-year ground exposure of composite materials used on the Bell model 206L helicopter flight service program. Hampton, Va: Langley Research Center, 1994.

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6

Baker, Donald J. Ten-year ground exposure of composite materials used on the Bell model 206L helicopter flight service program. Hampton: National Aeronautics and Space Administration, Langley Research Center, 1994.

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7

M, Winkler Erhard, ed. Stone in architecture: Properties, durability. 3rd ed. Berlin: Springer-Verlag, 1994.

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8

Rolf, Snethlage, and SpringerLink (Online service), eds. Stone in Architecture: Properties, Durability. Berlin, Heidelberg: Springer-Verlag Berlin Heidelberg, 2011.

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9

Stone in architecture: Properties, durability. New York: Springer, 2014.

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10

Winkler, Erhard M. Stone in Architecture: Properties, Durability. Berlin, Heidelberg: Springer Berlin Heidelberg, 1997.

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Частини книг з теми "Mechanical and durability properties"

1

Camacho-Ballesta, Carmen, Óscar Galao, Francisco Javier Baeza, Emilio Zornoza, and Pedro Garcés. "Durability and Mechanical Properties of CNT Cement Composites." In RILEM Bookseries, 31–41. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-90236-4_3.

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2

Dutta, Arani, and Narayan Chandra Moharana. "Mechanical and Durability Properties of Fly Ash-Based Geopolymer Concrete." In Recent Developments in Sustainable Infrastructure, 699–717. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4577-1_61.

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3

Palaniappan, Meyyappan, Anita Selva Sofia, M. Aparna, L. R. Puja Shree, M. Dhivya Prabha, and G. Muthu Selvi. "Experimental Investigation on the Mechanical and Durability Properties of Bacterial Mortar." In Lecture Notes in Civil Engineering, 1041–51. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12011-4_88.

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4

Ojard, G., I. Smyth, U. Santhosh, J. Ahmad, and Y. Gowayed. "Durability Results from Ceramic Matrix Composite with Differing Porosity Levels." In Mechanical Properties and Performance of Engineering Ceramics and Composites IX, 27–36. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2014. http://dx.doi.org/10.1002/9781119031192.ch3.

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Ojard, G., E. Prevost, U. Santhosh, R. Naik, and D. C. Jarmon. "Weave and Fiber Volume Effects on Durability of Ceramic Matrix Composites." In Mechanical Properties and Performance of Engineering Ceramics and Composites VIII, 33–44. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118807514.ch4.

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6

Yang, Zhengxian, Hartmut Fischer, and Rob Polder. "Effect on Mechanical Properties and Chloride Penetration Resistance of Modified Hydrotalcite in Cement Mortar." In Durability of Reinforced Concrete from Composition to Protection, 115–24. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-09921-7_11.

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7

Karger-Kocsis, J., and K. Friedrich. "Mechanical Properties and Failure Behavior of Glass Fiber Mat-Reinforced Nylon RIM Composites." In Durability of Polymer Based Composite Systems for Structural Applications, 158–68. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3856-7_10.

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8

Ojard, G., Y. Gowayed, G. Morscher, U. Santhosh, J. Ahmad, R. Miller, and R. John. "Frequency and Hold-Time Effects on Durability of Melt-Infiltrated SiC/SiC." In Mechanical Properties and Performance of Engineering Ceramics and Composites VI, 101–9. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2011. http://dx.doi.org/10.1002/9781118095355.ch9.

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9

Kumar, Shubham, Ritesh Bharti, Prakeern Gupta, and A. Sofi. "Study on Mechanical and Durability Properties of Recycled Coarse Aggregate in Concrete." In Lecture Notes in Civil Engineering, 303–13. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-26365-2_29.

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10

Islam, Md Jahidul, Nishat Tabassum Borsha, Nishat Naila Meghna, and Rahi Bin-te Enam. "Mechanical and Durability Properties of Fly Ash Blended Concrete with Gi Fiber." In Lecture Notes in Civil Engineering, 135–45. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1004-3_10.

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Тези доповідей конференцій з теми "Mechanical and durability properties"

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McDaniel, Jessica, Nathan K. Combs, and Larry Watters. "Zonal Isolation Assurance: Relating Cement Mechanical Properties to Mechanical Durability." In Unconventional Resources Technology Conference. Tulsa, OK, USA: American Association of Petroleum Geologists, 2014. http://dx.doi.org/10.15530/urtec-2014-1913405.

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Toutanji, H. A., and Richard N. Grugel. "Mechanical Properties and Durability Performance of "Waterless Concrete"." In 11th Biennial ASCE Aerospace Division International Conference on Engineering, Science, Construction, and Operations in Challenging Environments. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40988(323)46.

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3

"Mechanical and Durability Properties of Coral Aggregate Concrete." In "SP-330: Recent Advances in Concrete Technology and Sustainability Issues Proceedings Fourteenth International Conference Beijing, China". American Concrete Institute, 2018. http://dx.doi.org/10.14359/51711249.

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4

"Mechanical Properties and Durability of High- Performance Concrete." In SP-186: High-Performance Concrete: Performance and Quality of Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5583.

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5

Haswell, Peter, and Abhijit Dasgupta. "Durability Properties Characterization of Sn62Pb36Ag2 Solder Alloy." In ASME 2000 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/imece2000-2261.

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Abstract The cyclic durability properties of a near-eutectic Sn62Pb36Ag2 solder alloy are explored using a piezoelectric-actuated Thermo-Mechanical-Microstructural (TMM) test apparatus. The miniature test specimens are an Iosipescu-type shear configuration with a typical joint thickness of 180μm, so that significant length-scale effects are captured. Cyclic, total displacement-controlled tests are executed at room temperature and at various strain rates and amplitudes. A variety of failure models are employed to quantify the durability of this alloy, compared to the baseline Sn-Pb eutectic solder. Power-law relationships between the number of cycles to failure and three damage metrics (total strain, inelastic strain and hysteresis energy) are established for the Sn62Pb36Ag2 solder alloy. There is good agreement between the results presented here and other data in the literature for the inelastic strain and hysteresis energy models. The parameters of the total strain-based damage model do not agree well with other published data. A discussion of these results is included, along with details of recent developments in the test method used here, as well as other future work.
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6

"Evaluation of Mechanical and Durability Properties of Sulfur Concrete." In SP-326: Durability and Sustainability of Concrete Structures (DSCS-2018). American Concrete Institute, 2018. http://dx.doi.org/10.14359/51711101.

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7

"Designing Concrete Mixtures for Desired Mechanical Properties and Durability." In "SP-144: Concrete Technology: Past, Present, and Future". American Concrete Institute, 1994. http://dx.doi.org/10.14359/4406.

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8

Kurumisawa, K., H. Owada, and M. Shibata. "Mechanical Properties of Deteriorated Hardened Cement Paste." In Ninth International Conference on Creep, Shrinkage, and Durability Mechanics (CONCREEP-9). Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413111.033.

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9

"Effect Of Waste Fibers On The Mechanical Properties Of Concrete." In SP-305: Durability and Sustainability of Concrete Structures. American Concrete Institute, 2015. http://dx.doi.org/10.14359/51688598.

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"FRCM Mechanical Properties Using Carbon Fabrics With Different Coating Treatments." In SP-305: Durability and Sustainability of Concrete Structures. American Concrete Institute, 2015. http://dx.doi.org/10.14359/51688568.

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Звіти організацій з теми "Mechanical and durability properties"

1

Malhotra, V. M. Mechanical properties and freezing and thawing durability of concrete incorporating a ground granulated blast-furnace slag. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1988. http://dx.doi.org/10.4095/307077.

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2

Yelle, Daniel J., and Ashley M. Stirgus. Influence of anatomical, physical, and mechanical properties of diffuse-porous hardwoods on moisture durability of bonded assemblies. Madison, WI: U.S. Department of Agriculture, Forest Service, Forest Products Laboratory, 2016. http://dx.doi.org/10.2737/fpl-gtr-244.

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3

Wei, Fulu, Ce Wang, Xiangxi Tian, Shuo Li, and Jie Shan. Investigation of Durability and Performance of High Friction Surface Treatment. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317281.

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The Indiana Department of Transportation (INDOT) completed a total of 25 high friction surface treatment (HFST) projects across the state in 2018. This research study attempted to investigate the durability and performance of HFST in terms of its HFST-pavement system integrity and surface friction performance. Laboratory tests were conducted to determine the physical and mechanical properties of epoxy-bauxite mortar. Field inspections were carried out to identify site conditions and common early HFST distresses. Cyclic loading test and finite element method (FEM) analysis were performed to evaluate the bonding strength between HFST and existing pavement, in particular chip seal with different pretreatments such as vacuum sweeping, shotblasting, and scarification milling. Both surface friction and texture tests were undertaken periodically (generally once every 6 months) to evaluate the surface friction performance of HFST. Crash records over a 5-year period, i.e., 3 years before installation and 2 years after installation, were examined to determine the safety performance of HFST, crash modification factor (CMF) in particular. It was found that HFST epoxy-bauxite mortar has a coefficient of thermal expansion (CTE) significantly higher than those of hot mix asphalt (HMA) mixtures and Portland cement concrete (PCC), and good cracking resistance. The most common early HFST distresses in Indiana are reflective cracking, surface wrinkling, aggregate loss, and delamination. Vacuum sweeping is the optimal method for pretreating existing pavements, chip seal in particular. Chip seal in good condition is structurally capable of providing a sound base for HFST. On two-lane highway curves, HFST is capable of reducing the total vehicle crash by 30%, injury crash by 50%, and wet weather crash by 44%, and providing a CMF of 0.584 in Indiana. Great variability may arise in the results of friction tests on horizontal curves by the use of locked wheel skid tester (LWST) due both to the nature of vehicle dynamics and to the operation of test vehicle. Texture testing, however, is capable of providing continuous texture measurements that can be used to calculate a texture height parameter, i.e., mean profile depth (MPD), not only for evaluating friction performance but also implementing quality control (QC) and quality assurance (QA) plans for HFST.
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Bentz, Dale P., James R. Clifton, Chiara F. Ferraris, and Edward J. Garboczi. Transport properties and durability of concrete:. Gaithersburg, MD: National Institute of Standards and Technology, 1999. http://dx.doi.org/10.6028/nist.ir.6395.

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Harmon, Jennifer, Natalie Thibault, and Logan Fairbourn. Durability Properties of Bacterial Cellulose for Textile Applications. Ames: Iowa State University, Digital Repository, 2017. http://dx.doi.org/10.31274/itaa_proceedings-180814-1885.

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Caskey, Jr, G. R. Mechanical Properties of Uranium Alloys. Office of Scientific and Technical Information (OSTI), October 2002. http://dx.doi.org/10.2172/804673.

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Luecke, William E., J. David McColskey, Christopher N. McCowan, Stephen W. Banovic, Richard J. Fields, Timothy Foecke, Thomas A. Siewert, and Frank W. Gayle. Mechanical properties of structural steel. Gaithersburg, MD: National Institute of Standards and Technology, 2005. http://dx.doi.org/10.6028/nist.ncstar.1-3d.

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Siegel, R. W., and G. E. Fougere. Mechanical properties of nanophase materials. Office of Scientific and Technical Information (OSTI), November 1993. http://dx.doi.org/10.2172/10110297.

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Solem, J. C., and J. K. Dienes. Mechanical Properties of Cellular Materials. Office of Scientific and Technical Information (OSTI), July 1999. http://dx.doi.org/10.2172/759178.

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10

Yohannes, Yohannes. PCC Properties to Support W/C Determination for Durability. Purdue University, December 2012. http://dx.doi.org/10.5703/1288284314986.

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