In-Plane Failure Mechanism and Strength Design of Plate-Tube-Connected Circular Steel Arches

The in-plane elastoplastic failure mechanism of plate-tube-connected steel circular arches with inverted triangular cross sections is investigated in this study by using theoretical derivation and numerical simulation. First, the in-plane elastic buckling load formula of the arch under full-span uni...

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Bibliographic Details
Published in:Buildings
Main Authors: Xigui Yuan, Bo Yuan, Minjie Shi
Format: Article
Language:English
Published: MDPI AG 2023-04-01
Subjects:
plate-tube-connected steel arch
circular arch
global failure
shear failure
in-plane strength design
Online Access:https://www.mdpi.com/2075-5309/13/4/956

Internet

https://www.mdpi.com/2075-5309/13/4/956

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