Książki na temat „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.), red. 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.), red. 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.), red. 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.), red. 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.), red. 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, i Forest Products Laboratory (U.S.), red. 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. i International Symposium on Laboratory and Field Vane Shear Strength Testing (1987 : Tampa, Fla.), red. 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.) i United States. Federal Highway Administration, red. 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., red. Laboratory measurements of velocity-dependent frictional strength. [Denver, Colo.?]: Dept. of the Interior, U.S. Geological Survey, 1986.

Richards, AF, red. 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. i United States. Army Aviation Systems Command., red. Investigation of interfacial shear strength in SiC/Si₃N₄ composites. [Washington, D.C.]: National Aeronautics and Space Administration, 1991.

Larry, Sobel, i Langley Research Center, red. 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, i Langley Research Center, red. 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 i 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 i 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, i United States. National Aeronautics and Space Administration., red. 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.), red. 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., i Institution of Civil Engineers (Great Britain), red. Pre-failure deformation behaviour of geomaterials. London: Thomas Telford, 1998.

T, Nettles A., i George C. Marshall Space Flight Center., red. 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, i United States. National Aeronautics and Space Administration., red. 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., red. 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, i Geological Survey (U.S.), red. 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, i Geological Survey (U.S.), red. 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, red. Test methods for textile composites. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1994.