In-Plane Instability of Parabolic Arches under Uniformly Distributed Vertical Load Coupled with Temperature Gradient Field
Zhenyu Pan; Deyuan Deng; Changsheng Feng; Hanwen Lu; Zhou Chen; Jinman Zhou; Angfeng Jiang · 2022 · Advances in Civil Engineering
WASTE classifies this as Negative / Null Result Report · AI classification, approximate
The study found no significant effect — useful as a negative control or null benchmark for your own design.
Abstract
In civil engineering, arches, such as steel arch roofs and arch bridges, are often subjected to linear temperature gradient field. It is known that the in-plane instability of parabolic arches is caused by the significant axial force. The arch under the linear temperature gradient field produces complex axial force, and so the instability of arches would be affected by temperature gradient field significantly. However, the analytical solutions of in-plane instability of parabolic arches being subjected to the uniformly distributed vertical load and the temperature gradient field are not solved
Abstract by Zhenyu Pan; Deyuan Deng; Changsheng Feng; Hanwen Lu; Zhou Chen; Jinman Zhou; Angfeng Jiang, Advances in Civil Engineering (2022) — licensed CC BY 4.0.
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Metadata source: DOAJ · DOI 10.1155/2022/8973013