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1)  buckling failure location
屈曲破坏位置
2)  Buckling failure
屈曲破坏
1.
The buckling failure of composite laminates with a surface notch is explored through experiments and analysis.
通过实验研究和理论分析探讨了含表面缺口复合材料层压板的屈曲破坏。
2.
However, if cold-formed members are used for load bearing short colunm, problems such as: capacity of bearable load and deformation; the fluence on the ultimate hearing capacity and buckling failure from various factors, like shape and size of the tube and stiffening rib; the applicability of relevant provisions of 《Technical Code of Cold-formed Welded Type Steel Structure》(GBJ18-8.
但如果用于中高层建筑受力构件,冷弯薄壁焊接型钢短柱,所能承受的荷载和变形能力究竟如何;钢管的形状、尺寸及柱内的加劲肋等许多因素对短柱的极限承载力、屈曲破坏等的影响;现行GBJ18-87《冷弯薄壁焊接型钢结构技术规范》中的有关条款是否适用,都是有必要加以探讨的。
3.
By considering the compressive failure and buckling failure in the rafting process,the mechanical models are established to calculate the rafting lengths of one dimensional rafting ice and twodimensional finger ice.
基于渤海海冰现场观测资料 ,分析了重叠冰的基本特征 ;综合考虑海冰重叠过程中的屈曲破坏和挤压破坏模式 ,建立了计算一维重叠冰和二维指状冰重叠长度的力学模型 ,并依此对不同冰厚条件下的海冰重叠长度进行了计算。
3)  flexuosity rapture
曲屈破坏
4)  buckling failure of ice
冰屈曲破坏
5)  failure position
破坏位置
6)  failure surface position
破坏面位置
1.
A general shear strength formula of geotechnical slip surface and a general relation among failure principal stresses and a general relation between failure surface position and strength criterion under plane strain condition are derived theoretically.
通过理论推导出在平面应变条件下岩土任意面上的抗剪强度通式和破坏时中主应力与大小主应力的关系,给出了破坏面位置与强度准则的一般关系。
补充资料:关节屈曲线


关节屈曲线
joint flexion line

一般指小指第一、二关节的屈曲线,通常不止一条,若小指短而内屈,关节屈曲线只有一条,常为先天愚型的表现。
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