Ultimate Shear Strength of Welded Stainless and Carbon Steel Girders-Reference-Cited by-同舟云学术

Ultimate Shear Strength of Welded Stainless and Carbon Steel Girders

Published:2024 Issue: Volume:120 Page:596-603
ISSN:2221-3783
Container-title:IABSE Reports
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Author:

Kato Kentaro¹,Ishii Hironori¹,Yuki Yoichi¹,Miyashita Takeshi²,Nishimura Kimitoshi³

Affiliation:

1. Yokogawa bridge Holdings Corp., Chiba, Japan

2. Nagaoka University of Technology, Nagaoka, Japan

3. Narasaki Seisakusyo Co., Ltd., Muroran, Japan

Abstract

<p>Stainless steel is a high-performance alloy with superior corrosion resistance compared to carbon steel. By applying stainless steel to corroded areas of a steel bridge, durability can be substantially improved. Our objective is to create a steel bridge that integrates hybrid structural components, which are composed of a combination of welded stainless steel and carbon steel, used to reinforce steel girder ends or their lower sections. Specifically, I-girder ends mainly subject to shear loads are our primary focus for corroded sections. This study examines the ultimate shear strength of welded steel girders comprised of stainless and carbon steel through load tests and numerical analysis. As a result, the ultimate strength of a hybrid girder can be assessed using a design equation for a homogeneous girder made of carbon steel by the Basler equation or an ultimate shear strength curve for stainless steel plates proposed in previous research in Japan.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference7 articles.

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