Viscoplastic response and collapse of 316L stainless steel tubes under cyclic bending-Reference-Cited by-同舟云学术

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Viscoplastic response and collapse of 316L stainless steel tubes under cyclic bending

Published:2005-10-25 Issue:5 Volume:5 Page:359-374
ISSN:1229-9367
Container-title:Steel and Composite Structures
language:en
Short-container-title:Steel and Composite Structures

Author:

Chang Kao-Hua,Hsu Chien-Min,Sheu Shane-Rong,Pan Wen-Fung

Publisher

Techno-Press

Subject

Metals and Alloys,Building and Construction,Civil and Structural Engineering

Cited by 11 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Mechanical behavior of 316L austenitic stainless steel bolts after fire;STEEL COMPOS STRUCT;2024

2. Mean curvature effect on the response and failure of round-hole tubes submitted to cyclic bending;Advances in Mechanical Engineering;2021-11

3. Bearing resistance design of stainless steel bolted connections at ambient and elevated temperatures;STEEL COMPOS STRUCT;2018

4. Effects of Notch Depth and Direction on Stability of Local Sharp-Notched Circular Tubes Subjected to Cyclic Bending;International Journal of Structural Stability and Dynamics;2018-07

5. On the response of dented stainless-steel pipes subject to cyclic bending moments and its prediction;Thin-Walled Structures;2016-02

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