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本帖最后由 hunanyangdong 于 2009-11-3 20:30 编辑
我看了下帮助,似乎trvec1代表在face1方向加力,trvec代表face3,但是通方向的这两种力对结果有些什么影响呢?应用时怎么选(我只想在坡表面加力)?
下面是帮助中的一段说明,另外附上我用trvec1和trvec3做的结果,差别不太大,甚至和trvec2的差别也不大
Examples: follower and non-follower tractions
The following two examples illustrate the difference between applying follower and non-follower tractions in a geometrically nonlinear analysis. Both examples refer to a single 4-node plane strain element (element 1). In Step 1 of the first example a follower traction load is applied to face 1 of element 1, and a non-follower traction load is applied to face 2 of element 1. The element is rotated rigidly 90° counterclockwise in Step 1 and then another 90° in Step 2. As illustrated in Figure 28.4.3–1, the follower traction rotates with face 1, while the non-follower traction on face 2 always acts in the global x-direction. Figure 28.4.3–1 Follower and non-follower traction loads in a geometrically nonlinear analysis, load applied in Step 1: (a) beginning of Step 1; (b) end of Step 1, beginning of Step 2; (c) end of Step 2.
*STEP, NLGEOM Step 1 - Rotate square 90 degrees...*DLOAD, FOLLOWER=YES 1, TRVEC1, 1., 0., -1., 0.*DLOAD, FOLLOWER=NO 1, TRVEC2, 1., 1., 0., 0.*END STEP*STEP, NLGEOM Step 2 - Rotate square another 90 degrees...*END STEP |
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