对称的壳单元(位于theory介绍壳体的较前部分)
finite strain单元 3.6最后:
Element S4 is a fully integrated finite-membrane-strain shell element. Since the element’s stiffness is fully integrated, no spurious membrane or bending zero energy modes exist and no membrane or bending mode hourglass stabilization is used. Drill rotation control, however, is required. Element S4 uses the same drill stiffness formulation as used for element S4R. Similarly, element S4 assumes that the transverse shear strain (and force, since the transverse shear treatment is elastic based on the initial elastic modulus of the material) is constant over the element. Therefore, all four stiffness integration locations will have the same transverse shear strain, transverse shear section force, and transverse shear stress distribution. The transverse shear treatment for S4 is identical to that for S4R.
It is well known that a standard displacement formulation will exhibit shear locking for applications dominated by in-plane bending deformation. However, a standard displacement formulation for the out-of-plane bending stiffness is not subject to similar locking response.Hence, S4 uses a standard displacement formulation for the element’s bending stiffness, and the theory presented above for the rotation kinematics and bending strain measures applies to S4. The primary difference between the element formulations for S4 and S4R is the treatment of the membrane strain field. This formulation is the topic of the following discussion.
The membrane formulation used for S4 does not rely on the fact that S4 is a shell element. Hence, the discussion below details the formulation from the point of view that the membrane response is governed by the equilibrium for a three-dimensional body in a state of plane stress.
1.standard displacement formulationbr> 2.why “a standard displacement formulation for the out-of-plane bending stiffness is not subject to similar locking response”br> 3.What is a membrane formulation, what is finite-membrane-strain br> 薄膜应变就是面内的那三个应变。剩下三个叫transverse shear strain。
abaqus theory前面40页也很重要,很基本的.
我的手稿地址:
https://github.com/BraveDrXuTF/S4R_theoryPDF
通过这个锻炼,找到一个abaqus乃至其他CAE软件复杂文档的组成逻辑,帮助以后的阅读查找工作。
想要参考abaqus壳更多的内容,可以看analysis 29章,里面对于各类单元的讲解很详细。
轴对称斜锥壳元:
考虑横向剪切的轴对称壳体理论基本原理:
2.铁木辛柯梁单元
分别插值。
没想到啊没想到,S4R的层中是有TSHR13和23的。在上下边界这两个值则为0.
在下边界,我试了一阶剪切的strain formulation是符合abaqus的结果的,在里面-0.6667的位置,我的小算例是符合的,而大规模则暂时不符合:
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