Nonlinear analysis of the load-bearing capacity of folded carbon reinforced concrete modules

被引：0

作者：

Spartali, Homam ^{[1
]}

Gomes, Carlos ^{[1
]}

Klarmann, Simon ^{[2
]}

Klinkel, Sven ^{[2
]}

Chudoba, Rostislav ^{[1
]}

机构：

[1] RWTH Aachen University, Institut für Massivbau, Mies-van-der-Rohe Str. 1, Aachen,52074, Germany

[2] RWTH Aachen University, Institut für Baustatik und Baudynamik, Mies-van-der-Rohe Str. 1, Aachen,52074, Germany

来源：

Beton- und Stahlbetonbau | 2024年 / 119卷 / 12期

关键词：

Nonlinear analysis of the load-bearing capacity of folded carbon reinforced concrete modules. Given the increasing demand for low-carbon construction; the shift from massive to thin-walled; highly efficient elements are becoming increasingly necessary. The origami-inspired folded carbon concrete shells are emerging as an alternative to traditional reinforced concrete structures for the development of economical and sustainable structures. However; the field currently lacks any well-established design and analysis methods that can reliably predict how folded shells will behave structurally when optimal variants; load-bearing capacity; stress redistribution; and failure mechanisms are considered. Based on this; two FEM modeling approaches to analyze folded waterbomb-patterned shells were implemented. In these approaches; the carbon reinforcement is modeled in both smeared and resolved forms; whereas a damage plasticity model is applied to the concrete. The testing of the demonstrator elements validates the results of these approaches; which complement the foundation for the design and analysis of folded origami shells. © 2024; Ernst und Sohn. All rights reserved;

D O I：

10.1002/best.202400063

中图分类号：

学科分类号：

摘要：

引用

页码：917 / 924

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