shear造句
91 For the research on shear deformation characteristics of the discontinuous plane, the hyperbolic function is adopted to describe the shear deformation curve, and the key factors are discussed.
92 This verifies the equivalence of pure shear and simple shear.
93 The tensile and shear properties of F-12 aramid fiber and carbon fiber intem1y hybrid NOL ring composites are presented in this paper.
94 Big deformability was more related with its microstructure, plasticity, and shear strength.
95 Analysis of surface stream and energy fields obviously showed that the squall line occurred behind the surface shear line, and before the convergence area of wind.
96 The shear wave velocities of pavement systems decrease with depth, and their dispersion curves can be obtained by the stiffness matrix approach or the finite element method, etc.
97 The Newtonian PDMS turned to pseudoplastic at low shear rate region and the activation flow energy of compounding system was smaller than pure PDMS because of addition of filler.
98 The Shear Dilatant Effect of Joints Refers to the Increase of Joints' Volume and Thickness Accompanying Shear Displacement as Caused by the Asperity of the Joint Surface.
99 Shear force is implicit in the development of bending moments.
100 When the shear line vapour band is weak, and the Plateau shear line will move southeastward.
101 Therefore, the effect of interfacial shear on critical wave velocity is clearly different under different Reynolds number.
102 Based on the first-order shear deformation plate theory, axisymmetric governing buckling equations are derived for a functionally graded material circular plate subjected to in-plane pressure.
103 The shear-lag coefficient arid deformation of T-shaped short-leg shear wall are solved based on variation principle, various parameters and loading forms which may impact the shear-lag are discussed.
104 At the same time, detailed experimental studies of turbulent shear flows were being made.
105 The double shear creep specimens and modeling turbine blades have been experimented for the validation of the model.
106 To analyze the inflammatory mechanism of pulsatile low shear stress-induced atherosclerosis (AS) of the common carotid artery in rabbits in vivo.
107 The shear strength of COG and COF bonded with ACF is studied by impact test.
108 The critical shear angle of quasi-static state was given under different loading speeds and frame lengths condition, and the influence of specimen size on this shear angle range is also discussed.
109 In the process of elongation at a fixed transmural pressure, the shear modulus was non-linear as function of the longitudinal stretch ratio and strain.
110 The more is principal stress deviator peak, the more possible is to emerge negative pore water pressure and to show more shear dilatation with high dry density.
111 On the basis of the consideration of many interface shear stress influential factors, a formula is established. By comparision, the formula matches well with test results.
112 Flying shear is one of key equipment on rolling mill.
113 Influences of initial cohesions and friction angles on shear band(SB)patterns and entire deformational characteristics were investigated.
114 Textbooks commonly denote shear stresses by the symbol and two subscripts.
115 First, the global response predictor (such as deflection, frequency and buckling load) was computed from the general finite element analysis procedure without using shear correction factor.
116 The pumps must be of the low shear Archimedes screw type.
117 By using the condition of displacement harmony, the shear stress is gained by solving a truncated set of simultaneous equation.
118 To increase the shear strength on lift joints of the high roller compacted concrete dam(RCCD), a kind of construction method is brought forward.
119 The wall shear stress formed under the impact of blood flow is most prominent in the neck of aneurysms than other locations and is weak in the aneurismal wall.
120 Pore water pressure is increased earlier and then minished with shear strain increased for clayey-fine-sand, which shows pore pressure behavior of close-grained sand.
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