1) buckling failure
溃屈破坏
1.
Analysis of buckling failure of consequent rock slope;
顺倾向层状岩质边坡溃屈破坏分析
2.
Based on the geological background and mechanism, mechanical model of buckling failure for the consequent slope is given in this paper.
从地质力学角度分析了顺层边坡的形成机制,抽象出了顺层边坡溃屈破坏的力学模型。
2) crush failure
压溃破坏
3) 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。
4) flexuosity rapture
曲屈破坏
5) yield failure
屈服破坏
6) yield-line failure
屈服线破坏
1.
The experimental results show that yield-line failure mode of CFRST K-joints is no.
试验结果表明:矩形钢管混凝土K型节点没有发生屈服线破坏模式,节点极限承载力得到了有效的提高;受拉支管破坏模式与矩形钢管节点相似,为冲剪破坏和有效宽度破坏;在满足受压支管承载力的前提下,受压支管为横向局部承压破坏模式;当受压支管宽厚比较大时,可不考虑节点间隙对节点承载力的影响;当受压支管宽厚比较小、节点间隙较大时,需考虑节点间隙对节点极限承载力的影响。
补充资料：溃溃
1.坏乱;昏乱。 2.怒貌。 3.水流貌。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条