3d打印壳体结构静动力特性的实验研究

R. Cucuzza, A. Cardoni, A. Manuello, M. Domaneschi, G. Cimellaro, G. Marano
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引用次数: 0

摘要

. 在过去的几年里,人们采用了几种优化策略来寻找壳结构的最佳形状,使内应力或总重量(体积)最小。近年来,这种结构类型在研究人员和科学界中获得了极大的重视,因为他们对大跨度屋面结构的无柱空间解决方案的寻形优化非常感兴趣。本文介绍了一种基于多体绳法(MRA)的浅网格壳的寻形方法,该方法适用于不同孔洞百分比和拱顶形状的定义。为了获得实验验证,在实验室规模上复制了一个物理模型,执行临时测量,以比较观察到的方面与模拟行为。采用基于聚乳酸(PLA)材料熔丝沉积建模(FDM)技术的3D打印程序,实现了比例原型的水泥基块的成型。研究了几种静、动荷载配置,对主要影响结构性能的参数进行了灵敏度分析。为了模拟地震地面运动,通过振动台为结构提供了一个指定的频率范围作为动力输入。最后,给出了模型动态响应的一些初步考虑,验证了考虑水平荷载时寻形方法的鲁棒性。通过分析降低度(定义为最大跨度D与h之比,定义为拱顶高度)、原吊网松弛系数和覆盖面孔率(HP)等选定参数的影响,得到拱顶的最终几何构型。在固定约束条件下,通过MidasGen©软件分析静力和地震荷载模式配置下的最终形状和穿孔图案。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental Investigation of the Static and Dynamic behaviors of 3D-Printed Shell Structures
. Over the last years, several optimization strategies were conducted to find the optimal shape minimazing internal stress or total weight (volume) of shell structures. In recent times, this structure typology gained a great importance among researchers and the scientific community for the renowed interest in the form-findind optimization of column-free space solution for large span roofing constructions. In the present paper, a form-finding of a shallow grid shells was introduced basing on the multy-body rope approach (MRA) for the definitions of vault shapes and different hole percentage. In order to obtain an experimental validation, a physical model was reproduced at the laboratory scale performing ad hoc measurements to compare the observed respect to the simulated behaviour. A 3D printing procedure based on the Fuse Deposition Modeling (FDM) technique in polylactide (PLA) material was used to realise form-works of the cement based blocks of the scaled prototype. Several static and dynamic load configurations are investigated, collecting into a sensitivity analysis the parameters which mainly affect the structural behaviour. To simulate earthquake ground motion an assigned frequency range as dynamic input to the structure was provided by a shaking table. Finally, some preliminary considerations of the dynamic response of the model were provided testing the robustness of the form-finding approach when horizontal load are taken into account. The final geometric configuration of the vault is obtained by analysing the effect of some chosen parameters such as the lowering degree (defined as the ratio between the maximum span D and h, defined as the height of the vault), the slack coefficient of the original hanging net and the hole percentage (HP) of the covering surface. The final shape and the pierced pattern were analysed by the MidasGen©software under static and seismic load pattern configuration once constraint conditions were fixed.
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