http://www.mekenical.com/doku/ 2009-01-06T11:30:54+00:00 http://www.mekenical.com/doku/ http://www.mekenical.com/doku/lib/images/favicon.ico text/html 2009-01-05T03:27:59+00:00 http://www.mekenical.com/doku/doku.php?id=elem:beam4&rev=1231126079&do=diff 3-D Elastic Beam MP ME ST <> <> PR <> <> <> PP ED Beam4 单元描述 Beam4是一种可用于承受拉、压、弯、扭的单轴受力单元。这种单元在每个节点上有六个自由度：x、y、z三个方向的线位移和绕x,y,z三个轴的角位移。可用于计算应力硬化及大变形的问题。通过一个相容切线刚度矩阵的选项用来考虑大变形（有限旋转）的分析。关于本单元更详细的介绍请参阅《ansys理论手册》,关于渐变的非对… text/html 2008-07-18T08:13:14+00:00 colin yang http://www.mekenical.com/doku/doku.php?id=en:elem:beam4&rev=1216368794&do=diff 3-D Elastic Beam MP ME ST <> <> PR <> <> <> PP ED BEAM4 Element Description BEAM4 is a uniaxial element with tension, compression, torsion, and bending capabilities. The element has six degrees of freedom at each node: translations in the nodal x, y, and z directions and rotations about the nodal x, y, and z axes. Stress stiffening and large deflection capabilities are included. A consistent tangent stiffness matrix option is available for use in large deflection (finite rotation) analyses. … text/html 2008-07-18T08:01:46+00:00 colin yang http://www.mekenical.com/doku/doku.php?id=elem:beam3&rev=1216368106&do=diff 二维弹性梁 MP ME ST <> <> PR <> <> <> PP ED BEAM3 Element Description Beam3单元是一种可承受拉、压、弯作用的单轴单元。单元的每个节点有三个自由度，即沿x,y方向的线位移及绕Z轴的角位移。本单元更详细的说明见《ANSYS, Inc. Theory Reference》，其它的二维梁单元还有塑性梁单元(BEAM23)及非对称变截面梁(BEAM54)。 text/html 2008-07-18T07:37:17+00:00 colin yang http://www.mekenical.com/doku/doku.php?id=en:elem:beam3&rev=1216366637&do=diff BEAM3 2-D Elastic Beam MP ME ST <> <> PR <> <> <> PP ED BEAM3 Element Description BEAM3 is a uniaxial element with tension, compression, and bending capabilities. The element has three degrees of freedom at each node: translations in the nodal x and y directions and rotation about the nodal z-axis. See BEAM3 Element Description in the ANSYS, Inc. Theory Reference for more details about this element. Other 2-D beam elements are the plastic beam (BEAM23) and the tapered unsymmetric beam (BE… text/html 2008-07-18T07:28:28+00:00 colin yang http://www.mekenical.com/doku/doku.php?id=elem:ref&rev=1216366108&do=diff 4. Element Library * LINK1 - 2-D Spar (or Truss) * PLANE2 - 2-D 6-Node Triangular Structural Solid * BEAM3 - 2-D Elastic Beam * BEAM4 - 3-D Elastic Beam * SOLID5 - 3-D Coupled-Field Solid * COMBIN7 - Revolute Joint * LINK8 - 3-D Spar (or Truss) * INFIN9 - 2-D Infinite Boundary * LINK10 - Tension-only or Compression-only Spar * LINK11 - Linear Actuator * CONTAC12 - 2-D Point-to-Point Contact * PLANE13 - 2-D Coupled-Field Solid * COMBIN14 - Spring-Damper * PIPE16 - Ela… text/html 2008-07-18T07:27:24+00:00 colin yang http://www.mekenical.com/doku/doku.php?id=%E9%A6%96%E9%A1%B5&rev=1216366044&do=diff 您现在看到的是米克ANSYS中文研究站的ANSYS中文帮助文档版块。本版块采用DokuWiki系统搭建，DokuWiki可以方便的实现多语言文档排版，任何人都可以编辑网页的内容。另外DokuWiki具有Wiki系统的方便链接特性，可以将网站内容方便的联系起来，交互参考。用它来做ANSYS的中文帮助文档再合适不过了。