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Optimization of cross-section of actively bent grid shells with strength and geometric compatibility constraints

机译:具有强度和几何相容性约束的主动弯曲网格壳体的横截面优化

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The use of bending as self forming process allows the realization of shape-resistant systems, such as grid shell structures. Here, a numerical method for optimization of the cross-section of actively bent structures is introduced. For a given load distribution, the optimization objective consists of normalizing the bending stresses to a given value on the entire structure. In addition, strength and geometric compatibility constraints are taken into account. The method is demonstrated by numerical examples. Further, in order to handle the large displacements involved, a co-rotational Finite Element formulation is adopted and modified to take into account the changes in stiffness that occur in the forming process of active bending systems. The modified co-rotational formulation is solved for static equilibrium using a Dynamic Relaxation scheme, and is tested against the analytical solutions of some preliminary test cases, as well as experimental results, and shown to be 'accurate'. (C) 2015 Elsevier Ltd. All rights reserved.
机译:使用弯曲作为自成形过程可以实现耐形状的系统,例如网格壳结构。在此,介绍了一种用于优化主动弯曲结构横截面的数值方法。对于给定的载荷分布,优化目标包括将整个结构上的弯曲应力标准化为给定值。另外,考虑到强度和几何相容性约束。数值实例说明了该方法。此外,为了处理涉及的大位移,采用并修改了同向旋转有限元公式,以考虑到主动弯曲系统的成形过程中发生的刚度变化。修改后的同向旋转公式使用“动态弛豫”方案求解了静态平衡,并针对一些初步测试用例的分析解决方案以及实验结果进行了测试,结果证明是“准确的”。 (C)2015 Elsevier Ltd.保留所有权利。

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