Results 341 to 350 of about 3,769,575 (399)
Some of the next articles are maybe not open access.
Shear Strength of High-Strength Bolts
Journal of the Structural Division, 1965Double shear tests of single 7/8-in. and 1-in. high-strength bolts are reported. Altogether, ninety-six A325 bolts were tested in A7 steel jigs or in A440 steel jigs. Eighty-four A354BC, A354BD, and A490 bolts were tested in jigs made of A440 or constructional alloy steel.
James J. Wallaert, John W. Fisher
openaire +2 more sources
, 2016
Structural design of a composite beam is influenced by two main factors, strength and ductility. For the design to be effective for a composite beam, say an RC slab and a steel I beam, the shear strength of the composite beam and ductility have to ...
M. Safa +6 more
semanticscholar +1 more source
Structural design of a composite beam is influenced by two main factors, strength and ductility. For the design to be effective for a composite beam, say an RC slab and a steel I beam, the shear strength of the composite beam and ductility have to ...
M. Safa +6 more
semanticscholar +1 more source
Shear Bond Strength Of Cement To Zirconia
Journal of Adhesion Science and Technology, 2009This study investigated the shear bond strength (SBS) of various cements to zirconia ceramic.CoCr-cylinders were bonded to zirconia plates (20 mm × 10 mm × 2 mm; n = 8 per group) using four self-adhesive resin cements (one capsule, three hand-mixed) and four resin cements, partly in combination with a tribochemical/silane treatment.
Rosentritt, M. +3 more
openaire +5 more sources
Shear strength components in reinforced concrete members
, 2017The shear strength (V) of reinforced concrete (RC) beams consists of two parts: shear resistance of concrete (Vc) and contribution of the transverse reinforcement (Vs).
Yufei Wu, Biao Hu
semanticscholar +1 more source
Journal of computing in civil engineering, 2016
The shear strength of reinforced concrete (RC) deep beams is a dynamic phenomenon that varies with many mechanical and geometrical factors. Accurately estimating shear strength in RC deep beams is a vital issue in engineering design and management ...
Jui-Sheng Chou, Ngoc-Tri Ngo, A. Pham
semanticscholar +1 more source
The shear strength of reinforced concrete (RC) deep beams is a dynamic phenomenon that varies with many mechanical and geometrical factors. Accurately estimating shear strength in RC deep beams is a vital issue in engineering design and management ...
Jui-Sheng Chou, Ngoc-Tri Ngo, A. Pham
semanticscholar +1 more source
Rate of Shear Effects on Vane Shear Strength
Journal of Geotechnical Engineering, 1985A series of laboratory vane shear tests was performed on sedimented samples of kaolinite and slaked Pierre shale to determine the effects of shear rate and vane dimensions on measured strength. Results of the tests were expressed in terms of shear strength on a vertical plane and were plotted versus average shear rate.
C. Robert Ullrich, Mohsen Sharifounnasab
openaire +2 more sources
, 1998 Shear may be defined as the tendency of one part of a soil mass to slide with respect to the other. This tendency occurs on all planes throughout the soil mass. The singular plane of interest, however, is the plane of potential failure, called the plane of rupture.
openaire +1 more source
Stiffness and shear strength of unsaturated soils in relation to soil-water characteristic curve
, 2016This paper introduces a methodology to predict the non-linear stiffness–suction and shear strength–suction relationships for unsaturated soils within the lower suction range from the non-linearity ...
Zhong Han, S. Vanapalli
semanticscholar +1 more source
Influence of Shear Velocity on Vane Shear Strength
Journal of the Geotechnical Engineering Division, 1977Comparisons of field and laboratory vane shear strength measurements from geotechnical test areas in the San Diego Trough and Gulf of Maine were made to evaluate the influence of vane size, rotation rate, and sample disturbance on vane shear strength. Field vane strengths were observed to be significantly higher than laboratory strengths in both test ...
Michael Perlow, Adrian F. Richards
openaire +2 more sources
Journal of the Soil Mechanics and Foundations Division, 1970
AN EXPLANATION IS GIVEN FOR THE DEPENDENCE OF THE RESIDUAL ANGLE OF INTERNAL FRICTION OF SOIL ON CLAY CONTENT. ONCE RESIDUAL CONDITIONS ARE ATTAINED, THE SOIL IS SEPARATED BY A FAILURE PLANE INTO TWO RIGID BLOCKS THAT SLIDE OVER ONE ANOTHER. IF C IS THE CLAY FRACTION DEFINED AS THE VOLUME OF CLAY DIVIDED BY THE VOLUME OF SOLIDS, THEN AS A FIRST ...
openaire +2 more sources
AN EXPLANATION IS GIVEN FOR THE DEPENDENCE OF THE RESIDUAL ANGLE OF INTERNAL FRICTION OF SOIL ON CLAY CONTENT. ONCE RESIDUAL CONDITIONS ARE ATTAINED, THE SOIL IS SEPARATED BY A FAILURE PLANE INTO TWO RIGID BLOCKS THAT SLIDE OVER ONE ANOTHER. IF C IS THE CLAY FRACTION DEFINED AS THE VOLUME OF CLAY DIVIDED BY THE VOLUME OF SOLIDS, THEN AS A FIRST ...
openaire +2 more sources