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This study validate that it also can be used for distortional buckling beam-column under the condition of distortional buckling load calculated by the above formula.

本文用直接强度法来计算压弯构件在发生畸变屈曲时的承载能力,把计算结果同有限元模拟结果进行对比,验证在压弯构件畸变屈曲时直接强度法的适用性。

The buckling numerical analysis was made to the rod which is hinge joint and uniform cross section under the axial dynamic loading,basing on the finite element theory.

阐述了动力屈曲分析的Ansys/Ls-dyna有限元理论,基于该有限元程序对两端铰接、等截面直杆在轴向动力载荷作用下的屈曲过程进行了数值模拟和分析。

The criterion equation of the magnetic-elasticity kinetic problem has been derived by the determination on the boundary line of steady and unsteady solution area of Mathieu equation, i.e.

通过具体算例,给出四边简支矩形板的磁弹性动力屈曲方程以及屈曲临界状态与相关参量之间的关系曲线,并对计算结果及其变化规律进行分析讨论。

Properties of nonlinear buckling deformation of round soleplate with slot structure under concentrated load are studied.

运用MSC.Nastran求解器计算了薄壁圆柱壳在轴向压力作用下的临界载荷、屈曲模态及薄底板在集中载荷作用下的非线性屈曲问题。

A Hamiltonian system was constructed for the fundamental problem of the dynamic buckling ,thereby problems of critical loads and buckling modes were reduced to determinations of eigenvalues and eigensolutions in a symplectic space and a symplectic method was proposed.

针对有内压或外压的弹性圆柱壳在轴向冲击载荷耦合作用下的动态屈曲问题,构造哈密顿体系,在辛空间中将临界载荷和动态屈曲模态归结为辛本征值和本征解问题,从而形成一种辛方法。

Through the comparison of the two consequence, a suggestion is given for the buckling coefficients of lipped channel beams.

结合两种结果对直角卷边槽钢的翼缘屈曲系数提出建议取值。选取三种典型截面,分别用ANSYS计算卷边角度为90°、60°、45°的斜卷边Z型截面檩条屈曲系数。

This method can improve and treat flexible myospasm of upper limbs, straight myospasm of lower limbs, flexion and contracture of fingers, foot drop and strephenopodia.

从而对中风患者上肢屈曲性痉挛,下肢伸直性痉挛;手指的屈曲性挛缩以及足下垂内翻等症状,达到改善和治疗的目的。

A further redistribution of crimp, tending towards an equalization of warp and weft crimps, will occur when the cloth is allowed to relax off the loom.

在织物下机并充分松弛后,纱线的屈曲会进一步调整,使经纱、纬纱的屈曲趋于相同。

In predicting tripping stress of stiffeners in stiffened panels it is necessary to calculate the local buckling strength of plate.

本文研究分析船体骨材的侧倾屈曲问题,分析中考虑了板屈曲对骨材侧倾的影响。

The use of intermediate stiffeners in the compression plate may significantly increase elastic buckling stress and ultimate capacity of the plate.

在受压板件中设置中间加劲肋可以显著提高板件的弹性屈曲应力和极限承载能力,但是也使得板件的屈曲行为变得复杂。

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