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1)  shear-compression region
剪压面
2)  anti-plane compression-shear
反平面压剪
1.
Finite element method is used to calculate the crack-tip stresses of rock specimens under anti-plane compression-shear loading in order to study the mechanism of anti-plane shear(Mode III) fracture.
计算结果表明:在反平面压剪加载下,当压模角α为55 o~70 o,附加外压力能有效地抑制裂尖拉应力,使得裂尖最大剪应力与最大拉应力的比值τmax/σ1为3~6,τmax较易在σ1之前达到其临界值,从而发生反平面剪切(III型)断裂。
3)  double-end shears
双面压剪机
4)  shear plane
剪面
5)  compression-shear
剪压
1.
Analysis and comparison have been made on the failure criteria of masonry in compression-shear at home and abroad,and their shortcomings have been pointed out.
对现有国内外剪压砌体破坏准则进行了分析比较,并指出了其中的不足。
6)  compression shear
压剪
1.
A method and a formula are presented in the paper for measuring tensile deformation modulus of rock using cleaving method, A complete envelope of strength of weakly weathered zone of amphibole plagioclase granite is obtained under the compression shear and tension shear state respectively by labortory tests.
提出了用劈裂法测定岩石拉伸变形模量的方法和计算公式,通过实验室手段获得了在压剪和拉剪应力状态下闪云斜长花岗岩弱风化带岩石完整的强度包络线,并比较了岩石在拉应力和拉剪应力状态与在压应力和压剪应力状态下力学性质的差
补充资料:压剪粘接强度
分子式:
CAS号:

性质:以压缩荷重对粘接面施加剪切应力,至粘接部位破坏的强度。多用于木材粘接力试验。

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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