1) full-plastic-buckling
全塑性-全屈曲
2) plastic buckling
塑性屈曲
1.
The plastic buckling of cylindrical shells under biaxial load was studied using rigid-linear hardening model of anisotropic materials.
采用各向异性刚线性硬化模型研究了柱壳的塑性屈曲问题,当把本构方程的起算点设置在线硬化的起始位置时,本构方程具有线性形式,基此建立了柱壳屈曲的基本方程,并用它求解了四边简支柱壳在双轴载荷作用下的屈曲问题,在弱各项异性情况下获得了最小屈曲载荷的解析表达式。
2.
It shows that a newdeformation mechanism,plastic buckling,may occur when the bending resistability of cellis strong enough.
结果表明：当蜂窝材料胞壁抗弯曲能力提高时，一种新的变形模式一塑性屈曲有可能发生。
3) Elastic-plastic buckling
弹塑性屈曲
1.
Elastic and elastic-plastic buckling behavior of SHS steel tube filled with concrete;
钢管填充混凝土后弹性与弹塑性屈曲分析
2.
The finite element analysis software ANSYS was adopted to analyze the elastic-plastic buckling behavior of SPDB with stiffened panel at both edges.
介绍了一种新型的抗侧力结构体系——钢板深梁;利用有限元分析软件ANSYS分析了两侧加劲钢板深梁的弹塑性屈曲性能,讨论了深梁跨高比、宽厚比等参数对钢板深梁屈曲性能的影响。
3.
Former studise generally applied energy methods to anaiyze buckling ofbeam web based on theory of elastic stability, and most of them didn t considerelastic-plastic buckling behavior of beam web.
然而，实际工程中的梁腹板，其在多种应力的联合作用下，不免会有发生弹塑性屈曲的可能。
4) elasto-plastic buckling
弹塑性屈曲
1.
In this paper,the elasto-plastic buckling of simply supported aluminum alloy plates is analyzed and the limit ratio of wide-to-thickness between elastic buckling and elasto-plastic buckling is obtained.
采用有限元方法分析了四边简支铝合金板的弹塑性屈曲 ,得出了铝合金板弹性屈曲与弹塑性屈曲之间的临界宽厚比。
2.
The theoretical and experimental research on the elasto-plastic buckling strength of the web with longitudinal stiffener in I-section steel girder under pure bending was made using energy method and the influence of stiffness of longitudinal stiffener on buckling coefficient of the girder web was analyzed.
对工字钢梁腹板在纯弯作用下的弹塑性屈曲承载能力进行了理论计算和试验研究，并进行了对比分析，着重研究了纵向加劲肋刚度对腹板屈曲系数的影响－ 对现行《钢结构设计规范》（ＧＢＪ１７ － ８８） 的有关条款进行了讨论
3.
A layer model is introduced to shell elasto-plastic buckling analysis.
根据塑性屈曲的Stowell形变理论,用基于切线刚度矩阵的增量法和修正的Newton-Raphson方法,计算屈曲前的弹塑性内力分布,并用逆幂迭代法求解弹塑性屈曲荷载。
5) elastoplastic buckling
弹塑性屈曲
1.
The elastoplastic buckling strength of the web in I-section steel girder under pure bending was studied experimentally, the comparison between experimental and theoretical results was made.
对工字钢梁腹板在弯曲应力作用下的弹塑性屈曲承载能力进行了试验研究，并与理论计算结果进行了对比分析，同时，研究了纵向加劲肋对腹板屈曲系数的影响。
6) elastic plastic buckling
弹塑性屈曲
1.
The elastic plastic buckling analysis is completed on bucking load and buckling mode of thin wall cylindrical shells fully filled with liquid under axial compression.
对充满液体的薄壁圆柱壳经受轴向压缩时的屈曲载荷和屈曲模态进行了弹塑性屈曲分析。
补充资料：家族性阵发性肌张力不全性舞蹈手足徐动症
家族性阵发性肌张力不全性舞蹈手足徐动症
familial paroxysmal myoclystonia choreoathetosis
系阵发性肌张力不全性舞蹈手足徐动症的一种类型。常染色体显性遗传，起病于婴儿期，有阵发性舞蹈手足徐动和肌张力不全运动，发作持续多在1小时以上，无意识障碍，脑电图正常。发病机制不明。用抗癫痫药物有效。
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