Books on the topic 'Shear strength'

Wang, Zhen Nan. Interphasial shear strength and matrix shear strength in carbon epoxies. Ottawa: National Library of Canada, 1992.

Liu, Ka Yan. The shear strength of polymers. Ottawa: National Library of Canada = Bibliothèque nationale du Canada, 1993.

Haghi, Arsalan Khodaparast. Shear strength characteristics of bog peat. Salford: University of Salford, 1991.

National Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. Gaithersburg, Md: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

National Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. Gaithersburg, Md: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

National Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. Gaithersburg, Md: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

National Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. Gaithersburg, Md: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

National Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. Gaithersburg, Md: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

A, Soltis Lawrence, and Forest Products Laboratory (U.S.), eds. Experimental shear strength of glued-laminated beams. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1994.

F, Richards Adrian, ASTM Committee D-18 on Soil and Rock., and International Symposium on Laboratory and Field Vane Shear Strength Testing (1987 : Tampa, Fla.), eds. Vane shear strength testing in soils: Field and laboratory studies. Philadelphia, PA: ASTM, 1988.

Donaghe, Robert T. Strength and deformation properties of earth-rock mixtures. Vicksburg, Miss: Dept. of the Army, Waterways Experiment Station, Corps of Engineers, 1985.

Leʹsniewska, Danuta. Analysis of shear band pattern formation in soil. Gdaʹnsk: Instytut Budownictwa Wodnego PAN, 2000.

Liu, Karen Ka Yan. Origins of shear strength of polymers and reinforced polymers. Ottawa: National Library of Canada = Bibliothèque nationale du Canada, 1997.

A, Soltis Lawrence, Lebow Patricia K, Forest Products Laboratory (U.S.), and United States. Federal Highway Administration, eds. Experimental shear strength of unchecked solid-sawn douglas-fir. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1996.

Wolfe, Ronald W. Stiffness and strength properties of shear transfer plate connections. Madison, WI (One Gifford Pinchot Dr., Madison 53705-2398): U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1993.

Hoeven, W. van der. Effect of cooling rate on interlaminar fracture energy and shear strength of APC-2 laminates. Amsterdam: National Aerospace Laboratory, 1993.

D, Byerlee J., ed. Laboratory measurements of velocity-dependent frictional strength. [Denver, Colo.?]: Dept. of the Interior, U.S. Geological Survey, 1986.

Richards, AF, ed. Vane Shear Strength Testing in Soils: Field and Laboratory Studies. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 1988. http://dx.doi.org/10.1520/stp1014-eb.

T, Bhatt Ramakrishna, Kiser James D, United States. National Aeronautics and Space Administration., and United States. Army Aviation Systems Command., eds. Investigation of interfacial shear strength in SiC/Si₃N₄ composites. [Washington, D.C.]: National Aeronautics and Space Administration, 1991.

Larry, Sobel, and Langley Research Center, eds. Novel composites for wing and fuselage applications: Speedy Nonlinear Analysis of Postbuckled Panels in Shear (SNAPPS) : under contract NAS1-18784. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1997.

Larry, Sobel, and Langley Research Center, eds. Novel composites for wing and fuselage applications: Speedy Nonlinear Analysis of Postbuckled Panels in Shear (SNAPPS) : under contract NAS1-18784. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1997.

Fay, Kurt F. von. Review of negative pore pressure: Its measurement, and testing of the CRL apparatus. Denver, Colo: Geotechnical Branch, Division of Research and Laboratory Services, Engineering and Research Center, 1985.

Kalaev, A. I. Nesushchai͡a︡ sposobnostʹ osnovaniĭ sooruzheniĭ. Leningrad: Stroĭizdat, Leningradskoe otd-nie, 1990.

Kazarnovskiĭ, V. D. Ot͡s︡enka sdvigoustoĭchivosti svi͡a︡znykh gruntov v dorozhnom stroitelʹstve: Teoreticheskie osnovy i prakticheskie metody. Moskva: "Transport", 1985.

Sobolevskiĭ, D. I͡U. Prochnostʹ i nesushchai͡a sposobnostʹ dilatirui͡ushchego grunta. Minsk: "Navuka i tėkhnika", 1994.

Hanhijarvi, Antti. Computational optimisation of test specimen for planar shear strength tests of wood based panels. Espoo, Finland: VTT, Technical Research Centre of Finland, 1998.

Tadros, Maher K. Shear limit of NU I-beams. Lincoln, NE: Nebraska Dept. of Roads, 2001.

Mohammad, Louay N., Mostafa A. Elseifi, Ramendra Das, and Wei Cao. Validation of the Louisiana Interlayer Shear Strength Test for Tack Coat. Washington, D.C.: Transportation Research Board, 2018. http://dx.doi.org/10.17226/25123.

Mohammad, Louay N., Mostafa A. Elseifi, Ramendra Das, and Wei Cao. Validation of the Louisiana Interlayer Shear Strength Test for Tack Coat. Washington, D.C.: Transportation Research Board, 2018. http://dx.doi.org/10.17226/25458.

Cullington, D. W. Shear strength of some 30-year-old prestressed beams without links. Crowthorne: Transport and Road Research Laboratory, 1991.

Bourke, Brian. Factors affecting the shear bond strength of orthodontic brackets to porcelain. Birmingham: University of Birmingham, 1997.

Ieraci, John. The effects of high strength concrete and shear reinforcement detailing on the punching shear resistance of shell elements. Ottawa: National Library of Canada, 1994.

M, Singh, and United States. National Aeronautics and Space Administration., eds. SiC (SCS-6) fiber reinforced-reaction formed SiC matrix composites: Microstructure and interfacial properties. [Washington, DC: National Aeronautics and Space Administration, 1997.

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

Lade, P. Triaxial testing of soils. Hoboken: John Wiley & Sons Inc., 2016.

J, Jardine R., and Institution of Civil Engineers (Great Britain), eds. Pre-failure deformation behaviour of geomaterials. London: Thomas Telford, 1998.

T, Nettles A., and George C. Marshall Space Flight Center., eds. A novel method of testing the shear strength of thick honeycomb composites. [Washington, D.C.]: National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1991.

A, Biaglow James, and United States. National Aeronautics and Space Administration., eds. Rhenium mechanical properties and joining technology. [Washington, D.C: National Aeronautics and Space Administration, 1996.

Woodward, Kyle. Influence of block and mortar strength on shear resistance of concrete block masonry walls. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1985.

United States. Bureau of Reclamation. Denver Office. Materials Engineering Branch., ed. Direct shear tests used in soil-geomembrane interface friction studies. Denver, Colo: Materials Engineering Branch, Research and Laboratory Services Division, Denver Office, U.S. Bureau of Reclamation, 1994.

Woodfield, Timothy Bryan Francis. Interfacial shear strength criteria for tissue-engineered cartilage anchored to porous synthetic scaffolds. Ottawa: National Library of Canada, 2000.

Kim, Young Joon. The shear response of circular concrete columns reinforced with high strength steel spirals. Ottawa: National Library of Canada, 2000.

Hawkins, Neil Middleton. Application of LRFD bridge design specifications to high-strength structural concrete: Shear provisions. Washington, D.C: Transportation Research Board, 2007.

McWilliams, P. C. Estimation of shear strength using fractals as a measure of rock fracture roughness. Washington, D.C: U.S. Dept. of the Interior, Bureau of Mines, 1993.

McWilliams, P. C. Estimation of shear strength using fractals as a measure of rock fracture roughness. Washington, D.C: U.S. Dept. of the Interior, Bureau of Mines, 1993.

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.

Arkin, Y. Geotechnical factors influencing marl slopes in Israel. Jerusalem: Ministry of Energy and Infrastructure, Geological Survey of Israel, 1986.

J, Winters William, and Geological Survey (U.S.), eds. Geotechnical description of Yellow Sea sediments with some preliminary geological interpretations. [Denver, Colo.?]: Dept. of the Interior, U.S. Geological Survey, 1989.

J, Winters William, and Geological Survey (U.S.), eds. Geotechnical description of Yellow Sea sediments with some preliminary geological interpretations. [Denver, Colo.?]: Dept. of the Interior, U.S. Geological Survey, 1989.

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