1) failure with flexural featuer
弯型破坏
2) bending-failure
弯曲型破坏
1.
For column with bending-failure type, strains of stirrups increase very slowly with the displacements of column top under the cyclic lateral load, even after the load bearing capacity go beyond P u.
通过两个带翼柱箍筋滞回曲线的全过程分析发现，发生弯曲型破坏的柱，在往复荷载作用下，箍筋应变值发展缓慢，超过极限承载能力Ｐｕ时，箍筋应变值仍随柱顶水平位移的增长呈稳定的变化趋势；发生剪切斜拉型破坏的柱，剪切斜裂缝出现前，箍筋应变值很小，剪切斜裂缝一出现，箍筋立即屈服、塑流，呈现出非稳定的变化趋势。
3) flexural failure
弯曲破坏
1.
A force anlysis of flexural failure of high rockmass slope;
岩石高边坡弯曲破坏的力学分析
2.
It is significant to study the numerical simulation method of the flexural failure process of laminated beams reinforced with woven fabric.
机织物层合梁弯曲破坏全过程的数值模拟分析对揭示其破坏规律,评价其耗能能力,预测其极限承载能力都十分有益,并有望在一定程度上代替大量的实验。
3.
Based on the available references,three types of failures(flexural failure,punching failure and bond failure)are described in the paper.
本文通过对已有板柱节点试验结果的总结，得出了板柱节点的破坏形式包括冲切破坏、弯曲破坏和锚固破坏，分析了板柱节点发生各种破坏的条件，列举了几种改善后的节点形式，对研究和设计有一定的借鉴作用。
4) Bending failure
弯曲破坏
1.
Based on the test of interior slab-column connection in RC flat slab structures under thecombined action of punching shear and unbalanced moment, and the incorporation of analysisresults of previous tests at home and abroad, a method of calculating bending failure and shearfailure of interor slab-column connections is presented in this paper.
本文通过对平板结构中柱节点在剪力与不平衡弯矩共同作用下的试验，分析国内外对中柱节点的研究资料，认为节点的破坏形态可分为弯曲破坏与剪切破坏二种形式，并给出了节点弯曲破坏与剪切破坏的计算方法，经验算，与试验结果符合情况较好。
5) breaking bending moment
破坏弯矩
补充资料：冷弯钢材(见冷弯型材)
冷弯钢材(见冷弯型材)
roll-formed shape steel
}engwan gangeoi冷弯钢材(roll一formed shape steel)见冷弯型材。
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