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1)  Oblique fissure
斜裂
2)  Oblique crack
斜裂纹
1.
Study on reappearance test of rail tread oblique crack
钢轨踏面斜裂纹模拟再现试验研究
2.
The oblique cracks due to unidirectional tension in brittle materials were analyzed coupling the Sidoroff damage model with fracture mechanics.
对单向拉伸的斜裂纹,应用西多霍夫损伤模型和断裂力学耦合分析方法,推导出脆性材料斜裂纹损伤区与断裂区的边界方程,确定了脆性材料斜裂纹初始损伤区和断裂区的径向尺寸。
3.
On the basis of formation and development characteristics of oblique rail cracks in Guangzhou-Shenzhen railway line,the rail asymmetrical grinding was used to prevent and decrease the appearance of oblique cracks.
根据广深线钢轨斜裂纹的形成与发展特点,提出采用非对称打磨技术控制和减缓钢轨斜裂纹的形成,并进行了数值计算和现场打磨试验。
3)  incline crack
倾斜裂纹
1.
By using Muskhelishvili complex function methods, the problem of bimaterial incline crack was induced to the solving of Cauchy singular integral equations, in which the unknown functions are the dislocation density functions.
采用 Muskhelishvili复变函数的方法 ,将两相材料倾斜裂纹问题归结为以裂纹表面位错密度函数为未知量的 Cauchy型奇异积分方程的求解 。
2.
By using the Muskhelishvili complex methods, the issue of interaction between bimaterial incline cracks was reduced to solve the Cauchy singular integral equations, in which the unknown functions are the dislocation density functions.
采用 Muskhelishvili复变函数方法 ,研究两相材料中两根倾斜裂纹应力强度因子的相互影响 ,将问题归结为求解一组 Cauchy型奇异积分方程 ,对倾斜裂纹端点的应力强度因子作了数值求解 。
4)  slant (?)racture
斜向断裂
5)  inclined crack
斜裂缝
1.
Simple talk about the inclined cracks of prestressed concrete web of steel beam;
浅谈预应力混凝土梁腹板的斜裂
2.
Aiming at the common occurrence of inclined cracks of cast-in-place concrete slab,this paper chiefly analyzes the 45 diagonal through cracks with an example in engineering practice,and applies the number analysis to calculate 1/8 places of biggest and main tensile stresses in the case of the shrink stress and temperature stress.
针对目前现浇楼板角部多出现斜裂缝的现象,结合工程实例对板角45°斜裂缝进行了着重分析,并采用解析分析计算收缩应变和温度应变以及在板角1/8跨范围的最大主拉应力,且指出墙体与楼板混凝土的收缩差以及二者之间的温差在楼板中所引起的温度收缩应力是板角开裂的主要原因,为工程实践提供理论依据。
6)  diagonal crack
斜裂缝
1.
Fractal theory-based research on diagonal crack of reinforced concrete simple beam with high-strength stirrup;
高强箍筋混凝土简支梁斜裂缝分形理论研究
2.
Based on genetic neural network and modal strain energy, a two-stage method for detecting diagonal cracks is proposed to identify the location, angle and depth of diagonal cracks in beams.
基于遗传神经网络与模态应变能,提出了一种斜裂缝两阶段诊断方法,识别梁体中斜裂缝的位置、角度和深度。
3.
Used HRB400 steel as stirrup, concrete beam may be appear oversized diagonal crack that cannot satisfy the engineering requirement for applicability and durability.
应用HRB400钢筋作为抗剪箍筋,可能会出现过宽的斜裂缝而不能满足结构的适用性和耐久性的要求。
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