Parametric Analysis of the Flexural Bearing Capacity and Ductility of Hybrid Steel I-Section Beams-Reference-Cited by-同舟云学术

Parametric Analysis of the Flexural Bearing Capacity and Ductility of Hybrid Steel I-Section Beams

Published:2024-06 Issue:6 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Di Jin¹,Wang Jie²,Han Yuxuan³,Wei Xiankui³,Zhu Heng⁴,Qin Fengjiang⁵

Affiliation:

1. Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

2. Postdoctoral Associate, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China (corresponding author).

3. Senior Engineer, Sichuan Shudao New System Rail Group Co., Ltd., No. 163 Sanse Rd., Industrial Park, Jinjiang District, Chengdu 610023, China.

4. Engineer, Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

5. Associate Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13123

Reference20 articles.

1. Negative bending resistance of HPS70W girders

2. Flexural behaviour test of high strength steel I beam;Duan L.;J. Chang’an Univ.,2012

3. Bending behaviour test of hybrid high performance steel beam;Duan L.;J. Traff. Transp. Eng.,2014

4. Emad S. S. 2004. “Flexural strength and ductility of highway bridge I-girders fabricated from HPS-100W steel.” [In Chinese.] Ph.D. thesis Dept. of Civil and Environmental Engineering Lehigh Univ.

5. Behavior of Hybrid Beams Subjected to Static Loads

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