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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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5

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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11

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

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12

Carr, Debra Julie. The influence of matrix properties on the compressive strength of CFRP [carbon fibre reinforced plastics]. University of Birmingham, 1994.

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13

Ahrens, T. J. Planetary and primitive object strength measurements and sampling apparatus: NASA #NAGW 2439, final report; February 1, 1991 through January 31, 1997. California Institute of Technology, Seismological Laboratory, 1997.

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14

Curtis, P. T. An improved engineering test method for the measurement of the compressive strength of unidirectional carbon fibrecomposites. HMSO, 1991.

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15

Hahn, H. Thomas. Compression failure mechanisms of composite structures. National Aeronautics and Space Administration, Scientific and Technical Information Branch, 1986.

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16

English, Joe. Predicting the compressive strength of high-performance silica fume concrete by Bayesian methods: Joint C-SHRP/Newfoundland Bayesian application. Canadian Strategic Highway Research Program, Transportation Association of Canada, 1995.

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17

Perron, Ronald Donald. Development of an equation for the uniaxial compressive strength of cemented paste mineral materials containing reactive and non-reactive fines. Laurentian University Press, 1996.

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18

W. G. J. 't Hart. Impact/fatigue performance of a (+/-45(sub 2), O(sub 4))(sub S) type carbon/epoxy laminate. National Aerospace Laboratory, 1985.

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19

Daniels, H. A. M. A CAD-system for the design of stiffened panels in wing box structures. National Aerospace Laboratory, 1985.

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20

Polat, Mustafa Bilal. Behaviour of normal and high strength concrete under axial compression. National Library of Canada = Bibliothèque nationale du Canada, 1993.

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21

Johnson, Eric R. Compression strength failure mechanisms in unidirectional composite laminates containing a hole: Final report. Dept. of Aerospace and Ocean Engineering, Virginia Polytechnic Institute and State University, 1993.

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22

Aspiotis, James. Compression softening of high strength reinforced concrete elements subjected to in-plane stresses. National Library of Canada, 1993.

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23

Babcock, C. O. True uniaxial compressive strengths of rock or coal specimens are independent of diameter-to-length ratios. United States Dept. of the Interior, Bureau of Mines, 1990.

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24

Babcock, C. O. True uniaxial compressive strengths of rock or coal specimens are independent of diameter-to-length ratios. U.S. Dept. of the Interior, Bureau of Mines, 1990.

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25

Gernot, Minke, ed. Building with earth: Design and technology of a sustainable architecture. Birkhauser-Publishers for Architecture, 2006.

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26

McGowan, David M. Damage characteristics and residual strength of composite sandwaich panels impacted with and without compression loading: Presented at the 39th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference, session no. 15--damage tolerance : Long Beach, California, April 20-23, 1998. National Aeronautics and Space Administration, 1998.

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27

McGowan, David M. Damage characteristics and residual strength of composite sandwich panels impacted with and without compression loading: Presented at the 39th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference, session no. 15-damage tolerance : Long Beach, California, April 20-23, 1998. National Aeronautics and Space Administration, 1998.

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28

Association, Portland Cement, ed. Compressive strength of masonry. Portland Cement Association, 1993.

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29

Kryvenko, Pavlo, ed. Compressive Strength of Concrete. IntechOpen, 2020. http://dx.doi.org/10.5772/intechopen.80174.

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30

Guide for obtaining cores and interpreting compressive strength results. American Concrete Institute, 2003.

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31

Snyder, Jerrod Lane. Compressive strength and behavior of ungrouted concrete masonry prisms. 1994.

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32

United States. National Aeronautics and Space Administration., ed. The effects of compressive preloads on the compression-after-impact strength of carbon/epoxy. National Aeronautics and Space Administration, 1994.

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33

United States. National Aeronautics and Space Administration., ed. The effects of compressive preloads on the compression-after-impact strength of carbon/epoxy. National Aeronautics and Space Administration, 1994.

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34

G, Lance D., and United States. National Aeronautics and Space Administration. Scientific and Technical Information Program., eds. The effects of compressive preloads on the compression-after-impact strength of carbon/epoxy. National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Program, 1992.

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35

G, Lance D., and United States. National Aeronautics and Space Administration. Scientific and Technical Information Program., eds. The effects of compressive preloads on the compression-after-impact strength of carbon/epoxy. National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Program, 1992.

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36

Center, Lewis Research, ed. Isothermal fatigue, damage accumulation, and life prediction of a woven PMC. National Aeronautics and Space Administration, Lewis Research Center, 1998.

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37

J, Ghosn Louis, and United States. National Aeronautics and Space Administration., eds. Reliability-based failure analysis of brittle materials. National Aeronautics and Space Administration, 1989.

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38

J, Ghosn Louis, and United States. National Aeronautics and Space Administration., eds. Reliability-based failure analysis of brittle materials. National Aeronautics and Space Administration, 1989.

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39

Establishment, Building Research, ed. Measuring the compressive strength of masonry materials: The screw pull-out test. Building Research Establishment, 1997.

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40

Effect of impact damage and open hole on compressive strength of hybrid composite laminates. National Aeronautics and Space Administration, 1993.

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41

United States. National Aeronautics and Space Administration., ed. Effect of impact damage and open hole on compressive strength of hybrid composite laminates. National Aeronautics and Space Administration, 1993.

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42

Canadian Society of Civil Engineers., ed. The compressive strength of concrete: As determined by tests made at McGill University. s.n., 1986.

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43

M, Neilson R., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Regulatory Applications., Idaho National Engineering Laboratory, and Lockheed Idaho Technologies Company, eds. The effects of aging on compressive strength of low-level radioactive waste form samples. Division of Regulatory Applications, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1996.

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44

C, Pauly Christopher, Pindera M. J. 1951-, and United States. National Aeronautics and Space Administration., eds. Experimental characterization and micromechanical modeling of woven carbon/copper composites. National Aeronautics and Space Administration, 1997.

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45

Cold Regions Research and Engineering Laboratory (U.S.), ed. Axial double-ball test versus the uniaxial unconfined compression test for measuring the compressive strength of freshwater and sea ice. US Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1993.

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46

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

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47

1959-, Gates Thomas S., and Langley Research Center, eds. Thermal/mechanical response of a polymer matrix composite at cryogenic temperatures. National Aeronautics and Space Administration, Langley Research Center, 2003.

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48

1959-, Gates Thomas S., and Langley Research Center, eds. Thermal/mechanical response of a polymer matrix composite at cryogenic temperatures. National Aeronautics and Space Administration, Langley Research Center, 2003.

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49

Yap, Swee Cheng. The influence of manufacturing variables on the static and dynamic compressive strength of prepreg moulded materials. 1991.

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50

Geological Survey (U.S.), ed. Unconfined compressive strength on rock samples representative of the types found in Bronx County, New York. U.S. Dept. of the Interior, Geological Survey, 1987.

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