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Relevant bibliographies by topics / The compressive strength

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Academic literature on the topic 'The compressive strength'

Author: Grafiati

Published: 4 June 2021

Last updated: 3 February 2022

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Journal articles on the topic "The compressive strength"

1

Qin, Li Kun, Ling Xia Gao, and Hong Wei Song. "Influence of Freeze-Thaw Cycles on Multiaxial Strength of Concrete." Applied Mechanics and Materials 405-408 (September 2013): 2715–18. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.2715.

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Mechanical properties experiments of concrete after 0, 25, 50 and 75 freeze-thaw cycles under uniaxial and multiaixial compression were carried out. The uniaxial and multiaxial compressive strengths of ordinary concrete after freeze-thaw cycles were measured. According to the experiment results, the influence of freeze-thaw cycles on the ultimate compressive and tensile strength was analyzed systematically. The influence law of freeze-thaw cycles on compressive strength of concrete under multiaxial compression was obtained. The results indicate that the compressive strength of ordinary concret

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Yan, Feng, and Nan Pang. "Low Strength Self Compacting Concrete Compressive Strength Test." Applied Mechanics and Materials 275-277 (January 2013): 2041–44. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.2041.

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In this paper,the mechanical properties were studied,the self compacting concrete cubic compression strength,prismatic compressive strength test,discussed two kinds of relationship between intensity index.

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Tu, Nhung Hong, and Cong Thanh Nguyen. "ASSESSMENT OF TENSILE STRENGTH OF CONCRETE IN ACCORDANCE WITH ITS COMPRESSIVE STRENGTH." Scientific Journal of Tra Vinh University 1, no. 41 (2020): 86–96. http://dx.doi.org/10.35382/18594816.1.41.2020.647.

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Concrete is the primary material used in construction. The importance of concrete is shown through its strength criteria which are indispensable in all structural designs of the engineers. This article is to determine the tensile strength of concrete according to the compressive strength through an experimental study for thestrength grade B15, B20, B25 of concrete. In this study, tensile and compressive strength of concrete were determined by tensile test and compression test on the same sample. The experimental results show that the tensile strength of concrete is much smaller than its compre

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4

Ren, Gen-Mao, Hao Wu, Qin Fang, and Xiang-Zhen Kong. "Parameters of Holmquist–Johnson–Cook model for high-strength concrete-like materials under projectile impact." International Journal of Protective Structures 8, no. 3 (2017): 352–67. http://dx.doi.org/10.1177/2041419617721552.

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Holmquist–Johnson–Cook constitutive model has been widely used in analyzing the dynamic responses of concrete-like materials under projectile impact and explosive loadings, the constitutive parameters of which were always referred from the original documents and only applied to the normal strength concrete with the compressive strength of 48 MPa. Aiming to confirm the Holmquist–Johnson–Cook model parameters for high-strength concrete-like materials (compressive strength ≥60 MPa), based on the available test data from the quasi-static uniaxial compression, triaxial compression, Split-Hopkinson

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Li, Yeou-Fong, Wai-Keong Sio, Tzu-Hsien Yang, and Ying-Kuan Tsai. "A Constitutive Model of High-Early-Strength Cement with Perlite Powder as a Thermal-Insulating Material Confined by Caron Fiber Reinforced Plastics at Elevated Temperatures." Polymers 12, no. 10 (2020): 2369. http://dx.doi.org/10.3390/polym12102369.

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A parabolic stress–strain constitutive model for inorganic thermal-insulating material confined by carbon fiber-reinforced polymer (CFRP) exposed to a surrounding elevated temperature was proposed in this paper. The thermal-insulating material used in this study was composed of high-early-strength cement (HESC) and perlite powder. The compression strengths of four kinds of perlite powder composition ratios of thermal-insulating materials cylindrical specimens which were confined by one, two, and three-layer CFRP composite materials were acquired. The experimental results showed that the compre

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PUHAKKA, TEEMU, ISKO KAJANTO, and NINA PYKÄLÄINEN. "A method for measuring the in-plane compressive strength and the compression behavior of coating layers." July 2011 10, no. 7 (2011): 29–34. http://dx.doi.org/10.32964/tj10.7.29.

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Cracking at the fold is a quality defect sometimes observed in coated paper and board. Although tensile and compressive stresses occur during folding, test methods to measure the compressive strength of a coating have not been available. Our objective was to develop a method to measure the compressive strength of a coating layer and to investigate how different mineral coatings behave under compression. We used the short-span compressive strength test (SCT) to measure the in-plane compressive strength of a free coating layer. Unsupported free coating films were prepared for the measurements. R

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Li, Yeou-Fong, Wai-Keong Sio, and Ying-Kuan Tsai. "A Compressive Peak Strength Model for CFRP-Confined Thermal Insulation Materials under Elevated Temperature." Materials 13, no. 1 (2019): 26. http://dx.doi.org/10.3390/ma13010026.

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In this paper, a compressive peak strength model for CFRP-confined thermal insulation materials under elevated temperature was proposed. The thermal insulation material was made by Portland cement with different portions of perlite. The compressive strengths of four different perlite ratios in weight, such as 0%, 10%, 20%, and 30% of thermal insulation materials, confined by one-layer, two-layer, and three-layer carbon fiber-reinforced polymer (CFRP) composite materials, were obtained. The test results indicated that the specimen’s compressive strength decreased with an increase in the amount

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8

Zhang, Huizhi, Jifeng Liu, Yang Yue, Xiuqin Cui, and Yuezong Lian. "Load Capacity and Displacement of Recycled Concrete and Self-Insulation Block Masonry Wall." Materials 13, no. 4 (2020): 863. http://dx.doi.org/10.3390/ma13040863.

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In order to discuss the load capacity and displacement of masonry constructed with recycled concrete and self-insulation blocks, one type of 10.6 MPa compressive strength block and three kinds of mortar with M15, M10, and M5 compressive strengths are selected. The constitutive model and corresponding parameters selection of different materials in the ABAQUS numerical simulation are analyzed, and the numerical simulation analysis and experimental tests of the load capacity and displacement of masonry constructed with mortars of different strengths are carried out. The results show that masonry

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Narloch, Piotr, Piotr Woyciechowski, Jakub Kotowski, Ireneusz Gawriuczenkow, and Emilia Wójcik. "The Effect of Soil Mineral Composition on the Compressive Strength of Cement Stabilized Rammed Earth." Materials 13, no. 2 (2020): 324. http://dx.doi.org/10.3390/ma13020324.

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Cemented stabilized rammed earth (CSRE) is a building material used to build load bearing walls from locally available soil. The article analyzes the influence of soil mineral composition on CSRE compressive strength. Compression tests of CSRE samples of various mineral compositions, but the same particle size distribution, water content, and cement content were conducted. Based on the compression strength results and analyzed SEM images, it was observed that even small changes in the mineral composition significantly affected the CSRE compressive strength. From the comparison of CSRE compress

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Zheng, Shansuo, Lihua Niu, Pei Pei, and Jinqi Dong. "Mechanical Behavior of Brick Masonry in an Acidic Atmospheric Environment." Materials 12, no. 17 (2019): 2694. http://dx.doi.org/10.3390/ma12172694.

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In order to evaluate the deterioration regularity for the mechanical properties of brick masonry due to acid rain corrosion, a series of mechanical property tests for mortars, bricks, shear prisms, and compressive prisms after acid rain corrosion were conducted. The apparent morphology and the compressive strength of the masonry materials (cement mortar, cement-lime mortar, cement-fly ash mortar, and brick), the shear behavior of the masonry, and the compression behavior of the masonry were analyzed. The resistance of acid rain corrosion for the cement-lime mortar prisms was the worst, and the

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Dissertations / Theses on the topic "The compressive strength"

1

Shani, Mehul A. "Compressive strength of eccentrically loaded steel angles." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape11/PQDD_0013/MQ52481.pdf.

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Mulligan, Ann Marie. "Attainable Compressive Strength of Pervious Concrete Paving Systems." Master's thesis, University of Central Florida, 2005. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/2630.

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The pervious concrete system and its corresponding strength are as important as its permeability characteristics. The strength of the system not only relies on the compressive strength of the pervious concrete but also on the strength of the soil beneath it for support. Previous studies indicate that pervious concrete has lower compressive strength capabilities than conventional concrete and will only support light traffic loadings. This thesis investigated prior studies on the compressive strength on pervious concrete as it relates to water-cement ratio, aggregate-cement ratio, aggregate size

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Wen, Edward A. "Compressive strength prediction for composite unmanned aerial vehicles." Morgantown, W. Va. : [West Virginia University Libraries], 1999. http://etd.wvu.edu/templates/showETD.cfm?recnum=959.

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Thesis (M.S.)--West Virginia University, 1999.<br>Title from document title page. Document formatted into pages; contains ix, 117 p. : ill. (some col.) Includes abstract. Includes bibliographical references (p. 83-84).

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Lam, Weng Kin. "Prediction of 28-day compressive strength of Macau cement." Thesis, University of Macau, 2003. http://umaclib3.umac.mo/record=b1445095.

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Ulker, Elcin. "Comparison Of Compressive Strength Test Procedures For Blended Cements." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612506/index.pdf.

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The aim of this thesis is to twofold, in order to demonstrate the variabilities that can be faced within the compressive strength of blended cements, one blended cement namely CEM IV / B (P-V) 32.5N is selected and the 28-day compressive strength is obtained by 16 different laboratories following TS EN 196-1 standard. Later, to show the variabilities that could be faced by different standards, three different cement types were selected and their compressive strengths are determined following two procedures first with TS EN 196-1, later with similar procedure described in ASTM. The strength of

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Ip, Felix. "Compressive strength and modulus of elasticity of masonry prisms." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0019/MQ48451.pdf.

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Violette, Melanie Glenn. "Time-dependent compressive strength of unidirectional viscoelastic composite materials /." Digital version accessible at:, 2000. http://wwwlib.umi.com/cr/utexas/main.

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Ip, Felix (Mong Kau Felix) Carleton University Dissertation Engineering Civil and Environmental. "Compressive strength and modulus of elasticity of masonry prisms." Ottawa, 1999.

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Guy, Teresa A. (Teresa Ann). "Compressive residual strength of graphite/epoxy laminates after impact." Thesis, Massachusetts Institute of Technology, 1991. http://hdl.handle.net/1721.1/43188.

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Vincent, Edward Creed. "Compressive Creep of a Lightweight, High Strength Concrete Mixture." Thesis, Virginia Tech, 2003. http://hdl.handle.net/10919/30962.

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Concrete undergoes volumetric changes throughout its service life. These changes are a result of applied loads and shrinkage. Applied loads result in an instantaneous recoverable elastic deformation and a slow, time dependent, inelastic deformation called creep. Creep without moisture loss is referred to as basic creep and with moisture loss is referred to as drying creep. Shrinkage is the combination of autogeneous, drying, and carbonation shrinkage. The combination of creep, shrinkage, and elastic deformation is referred to as total strain. The prestressed concrete beams in the Chickah

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Books on the topic "The compressive strength"

1

Carli, Charles G. Tensile and compressive MOE of flakeboards. U.S. Forest Service, 1988.

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2

Gürdal, Zafer. A compressive failure model for anisotropic plates with a cutout under compressive and shear loads: Final technical report. National Aeronautics and Space Administration, 1985.

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3

Balasundaram, Vikram. Effect of moisture on the compressive strength of C.F.R.P. University of Birmingham, 1985.

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4

Laungrungrong, Busaba. Development of rational pay factors based on concrete compressive strength data. Arizona Dept. of Transportation, 2008.

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Laungrungrong, Busaba. Development of rational pay factors based on concrete compressive strength data. Arizona Dept. of Transportation, 2008.

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6

Ince, Peter J. Economics of fiber cost and compressive strength of single-wall corrugated boxes. Forest Products Laboratory, 1987.

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7

Standards Association of Australia. Committee BD/42, Methods of Testing Concrete. Methods of testing concrete: Determination of the compressive strength of concrete specimens. 3rd ed. Standards Australia, 1999.

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8

Ruenkrairergsa, Teeracharti. Khwāmsamphan rawāng unconfined compressive strength kap unsoaked CBR khō̜ng lūkrang phasom sīmēn. Krom Thāng Lūang, Krasūang Khamanākhom, 1991.

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9

Vandor, Peter G. The effects of temperature and absorbed moisture on the compressive strength of CFRP.laminates. University of Birmingham, 1988.

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10

Alexander, A. Michel. Accuracy of estimating compressive strength of deteriorated concrete seawall by nondestructive evaluation (NDE). U.S. Army Engineer Waterways Experiment Station, 1998.

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Book chapters on the topic "The compressive strength"

1

Gooch, Jan W. "Compressive Strength." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_2779.

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2

Pilato, Louis A., and Michael J. Michno. "Composite Compressive Strength." In Advanced Composite Materials. Springer Berlin Heidelberg, 1994. http://dx.doi.org/10.1007/978-3-662-35356-1_8.

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3

Zhang, Xin Yue, and Jin Long Yang. "The Compressive Strength of Ceramic Microbeads." In Key Engineering Materials. Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-410-3.2411.

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4

Res, Janus, K. Wladzielczyk, and Ajoy K. Ghose. "Breaking Rocks of High Compressive Strength." In Environment-Friendly Techniques of Rock Breaking. Routledge, 2021. http://dx.doi.org/10.1201/9780203756836-2.

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Pilato, Louis A., and Michael J. Michno. "Damage Tolerant Composites: Post Impact Compressive Strength." In Advanced Composite Materials. Springer Berlin Heidelberg, 1994. http://dx.doi.org/10.1007/978-3-662-35356-1_9.

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6

Smith, C. S., and R. S. Dow. "Compressive Strength of Longitudinally Stiffened GRP Panels." In Composite Structures 3. Springer Netherlands, 1985. http://dx.doi.org/10.1007/978-94-009-4952-2_33.

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7

Colorado, H. A., A. Wong, and J. M. Yang. "Compressive Strength of Epoxy- Graphite Nanoplatelets Composites." In Supplemental Proceedings. John Wiley & Sons, Inc., 2012. http://dx.doi.org/10.1002/9781118356074.ch39.

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Wang, Zhi Hua, Hong Wei Ma, Long Mao Zhao, and Gui Tong Yang. "Dynamic Compressive Strength of Aluminum Alloy Foams." In Experimental Mechanics in Nano and Biotechnology. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-415-4.1653.

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Kuhn, Max, and Kjell Johnson. "Case Study: Compressive Strength of Concrete Mixtures." In Applied Predictive Modeling. Springer New York, 2013. http://dx.doi.org/10.1007/978-1-4614-6849-3_10.

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Hrishikesh, P., and G. Unni Kartha. "Compressive Strength Prediction with Boundary-Defined Datasets." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80312-4_25.

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Conference papers on the topic "The compressive strength"

1

Suzuki, Nobuhisa, Joe Zhou, and Masao Toyoda. "Compressive Strain Limits of High-Strength Linepipes." In 2008 7th International Pipeline Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/ipc2008-64526.

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Regression formulas are developed in order to predict the critical compressive strain of X80 linepipes subjected to pure bending. The regression formulas were derived using an analytical solution and two conversion functions. The analytical solution was previously proposed to calculate the critical compressive strain of a pipe subjected to axial compression, where hardening properties are taken into account. The original analytical solution was rewritten to include a strain-hardening exponent. Two conversion functions are defined to connect two critical compressive strains of a pipe under diff

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2

Hansen, Søren Gustenhof, Henrik Brøne Jørgensen, and Linh Ca Hoang. "Anisotropic Concrete Compressive Strength." In IABSE Symposium, Vancouver 2017: Engineering the Future. International Association for Bridge and Structural Engineering (IABSE), 2017. http://dx.doi.org/10.2749/vancouver.2017.3068.

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Amante, Diogo do Amaral M., Ilson P. Pasqualino, and Segen F. Estefen. "Ultimate Compressive Strength Assessment of Damaged Plates." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-62215.

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This paper presents the assessment of the ultimate compressive strength of damaged steel plates with a local dent. The explicit nonlinear finite element code from ABAQUS program was employed to simulate dynamically the dent damage. Therefore, the residual stresses due to the damage were considered in subsequent numerical compression analyses. A parametric study of plates considering residual stresses, geometric imperfections and dents was accomplished. Results showed that local dent is the dominant parameter for the ultimate strength of damaged plates. For a particular dent depth, the effect o

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Qiao, Qingyao, and Changle Fang. "Compressive and flexural strength of high strength phase change mortar." In ADVANCES IN MATERIALS, MACHINERY, ELECTRONICS II: Proceedings of the 2nd International Conference on Advances in Materials, Machinery, Electronics (AMME 2018). Author(s), 2018. http://dx.doi.org/10.1063/1.5033596.

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FERRER, BEATRIZ, JORGE PONTES, JOSE ALEXANDRE, and SOFIA REAL. "compressive strength and structural efficiency of structural lightweight aggregate concrete Throughout a compressive strength biphasic behaviour." In Third International Conference on Advances in Civil, Structural and Construction Engineering - CSCE 2015. Institute of Research Engineers and Doctors, 2015. http://dx.doi.org/10.15224/978-1-63248-079-8-57.

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Amante, Diogo do Amaral, John Alex Chujutalli, and Segen F. Estefen. "Residual Strength of Dented Stiffened Panels." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10343.

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The residual compressive strength of dented stiffened panels is investigated. Numerical simulations were performed using the finite elements program ABAQUS. The analysis is carried out in two steps. First the panel indentation damage is imposed using the ABAQUS explicit code program. After the indentation, a compressive load is applied and then the panel residual compressive strength is verified. Local damage was simulated by a dynamic collision due to an object fall. Therefore the distortions and the residual stresses due to the damage are both considered in the subsequent compression analysi

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Fang, Han, Tak-ming Chan, and Ben Young. "Eccentric Compressive Strength of High Strength Steel Octagonal Tube Stub Columns." In Proceedings of the 17th International Symposium on Tubular Structures(ISTS17). Research Publishing Services, 2019. http://dx.doi.org/10.3850/978-981-11-0745-0_063-cd.

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GHAFFARI, SARVENAZ, ANDREW MAKEEV, DMYTRO KUKSENKO, and GUILLAUME SEON. "Understanding High-Modulus CFRP Compressive Strength Improvement." In American Society for Composites 2019. DEStech Publications, Inc., 2019. http://dx.doi.org/10.12783/asc34/31352.

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Tokle, K., P. Horsrud, and R. K. Bratli. "Predicting Uniaxial Compressive Strength From Log Parameters." In SPE Annual Technical Conference and Exhibition. Society of Petroleum Engineers, 1986. http://dx.doi.org/10.2118/15645-ms.

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Apandi, Nazirah Mohd, Chau-Khun Ma, Abdullah Zawawi Awang, and Wahid Omar. "Compressive strength models of repaired concrete structures." In PROCEEDINGS OF THE 3RD INTERNATIONAL CONFERENCE ON CONSTRUCTION AND BUILDING ENGINEERING (ICONBUILD) 2017: Smart Construction Towards Global Challenges. Author(s), 2017. http://dx.doi.org/10.1063/1.5011491.

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Reports on the topic "The compressive strength"

1

E. Cikanek, T. Grant, and R. Blakely. DATA QUALIFICATION AND DATA SUMMARY REPORT: INTACT ROCK PROPERTIES DATA ON UNIAXIAL COMPRESSIVE STRENGTH, TRIAXIAL COMPRESSIVE STRENGTH, FRICTION ANGLE, AND COHESION. Office of Scientific and Technical Information (OSTI), 2003. http://dx.doi.org/10.2172/838662.

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Newaz, Golam M., and Bhaskar S. Majumdar. Modeling Response and Strength of MMC Under Compressive Loading. Defense Technical Information Center, 1995. http://dx.doi.org/10.21236/ada329672.

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Onishi, Yasuo, Ellen BK Baer, Jaehun Chun, et al. Development of K-Basin High-Strength Homogeneous Sludge Simulants and Correlations Between Unconfined Compressive Strength and Shear Strength. Office of Scientific and Technical Information (OSTI), 2011. http://dx.doi.org/10.2172/1027186.

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Lagergren, Eric S. Effects of testing variables on the measured compressive strength of high-strength (90 MPa) concrete. National Institute of Standards and Technology, 1994. http://dx.doi.org/10.6028/nist.ir.5405.

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Esfahani, Naser Madani, Behzad Heidari, Hamed Boustanzar, and Ghasem Sattari. Modeling of Uniaxial Compressive Strength via Genetic Programming and Neuro-Fuzzy. Cogeo@oeaw-giscience, 2011. http://dx.doi.org/10.5242/iamg.2011.0304.

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Lynch, C., and J. Charest. Design of a gun system for in-situ compressive strength measurements. Office of Scientific and Technical Information (OSTI), 1989. http://dx.doi.org/10.2172/6922835.

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Alexander, Michel. Accuracy of Estimating Compressive Strength of Deteriorated Concrete Seawall by Nondestructive Evaluation (NDE). Defense Technical Information Center, 1998. http://dx.doi.org/10.21236/ada352602.

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Kovacs, Austin. Axial Double-Ball Test Versus the Uniaxial Unconfined Compression Test for Measuring the Compressive Strength of Freshwater and Sea Ice. Defense Technical Information Center, 1993. http://dx.doi.org/10.21236/ada277025.

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Montgomery, Stephen Tedford, Sung K. Ahn, and Moo Yul Lee. Statistical analysis of compositional factors affecting the compressive strength of alumina-loaded epoxy (ALOX). Office of Scientific and Technical Information (OSTI), 2006. http://dx.doi.org/10.2172/877740.

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10

Olsson, W. A. The effect of strain rate on the compressive strength of dry and saturated tuff. Office of Scientific and Technical Information (OSTI), 1989. http://dx.doi.org/10.2172/137534.

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