By introducing corotational coordinates, the procedure calculating elemental force increments of planar and spatial beam elements in the small-strain deflection was discussed.
通过引入随转坐标系,论述了平面和空间梁单元小应变时单元内力增量的计算问题。
参考来源 - 空间杆系结构实用几何非线性分析·2,447,543篇论文数据,部分数据来源于NoteExpress
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