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1)  anti-plane shear(Mode III) fracture
反平面剪切(III型)断裂
2)  shear-mode fracture
剪切型断裂
3)  antiplane shear
反平面剪切
1.
Problem of doubly periodic coated fiber reinforced composites under antiplane shear;
双周期涂层纤维增强复合材料反平面剪切问题
2.
Composite materials with doubly periodic rigid line inclusions under antiplane shear in an infinite medium are discussed.
利用微结构的周期性和平均应力/应变定理得到了复合材料有效反平面剪切模量的精确公式。
3.
The antiplane shear problems of collinear cracks at the interface of dissimilar anisotropic materials aredealt with.
本文研究两种各向异性材料界面共线裂纹的反平面剪切问题。
4)  anti-plane shear
反平面剪切
1.
Finite element analysis of rock fracture characteristics under anti-plane shear(Mode Ⅲ)loading;
反平面剪切(Ⅲ型)加载下岩石断裂特征的有限元分析
2.
In this study, the interface failure under the joint action of constant compression and periodical anti-plane shear were investigated.
本研究利用“剪切梁”模型,研究了在定常侧压力和周期性的反平面剪切载荷共同作用下,层间界面的破坏规律。
3.
In this study, the interface failure under the joint action of constant compression and periodical anti-plane shear is investigated.
本研究利用“剪切梁”模型,研究了由定常侧压力和周期性的反平面剪切周期载荷共同作用下,层间界面的破坏规律。
5)  anti plane shear
反平面剪切
1.
Singular function has been used to analyze the displacement and shear stress for anti plane shear problem of rectangular region,Three forms of local linear distribution loads are discussed,and for each,the series solution for rectangular region with longitudinal load along its boundary has been obtained analytically.
利用奇异函数对矩形域反平面剪切问题进行了位移与剪应力分析。
6)  shear fracture model
剪切断裂模型
1.
Anew shear fracture modelcombining the direct shear test with the finite element calculation is put forward in thispaper.
提出把碾压混凝土直剪试验与有限元计算相结合的剪切断裂模型,这种模型考虑碾压层面上非均匀分布应力与包含应力-位移软化阶段效应,由此确定的抗剪断强度参数较传统试验值提高约30%,更为符合实际情况。
补充资料:剪切断裂
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性质:又称剪切断裂。有明显塑性变形的断裂。断面呈暗纤维状,断口表面与受力方向或45 角。当容器承受的压力超过设计压力达到材料的屈服极限时,容器开始变形,容器直径增大、壁厚减小,达到不稳定状态后,容器局部塑性变形骤增,破裂失效。

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