...面二种方法求解桁架结构各杆件的反力,然后再进一步地考虑静力破坏,然而挫屈破坏(Buckling failure)的临界应力(Critical stresses)往往远低于造成结构材料静力破坏的容许应力(allowable stresses),因此挫屈破坏亦不容忽视.
基于14个网页-相关网页
figures of critical stresses 临界应力总图
critical buckling stresses 临界屈曲应力
critical shear stresses 临界抗剪切应力
The critical stresses of the webs of SRC members are obtained with the consideration of the contact.
考虑型钢与混凝土的滑移,得到考虑滑移后的临界应力。
参考来源 - 型钢混凝土柱中型钢板件宽厚比限值的研究·2,447,543篇论文数据，部分数据来源于NoteExpress
Critical curves for local stability of sections of all kinds under complex stresses can be obtained through computation.
通过程序计算，可以得到复杂应力作用下的任意截面形状的局部稳定性临界曲线。
A direct calculation method of the critical shear stresses was established through observing initial place of slope erosion arising and the characteristic of runoff.
提出了一种用细沟在坡面发生的位置和相应的水流特性来直接计算土壤临界抗剪切应力的方法。
A direct calculation method of the critical shear stresses was established according to experiment datum on simulated rainfall.
提出了采用人工模拟降雨试验数据直接计算临界抗剪切应力的方法。
应用推荐