Failure Mechanisms Governing Fatigue Strength of Steel–SFRC Composite Bridge Deck with U-Ribs-Reference-Cited by-同舟云学术

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Failure Mechanisms Governing Fatigue Strength of Steel–SFRC Composite Bridge Deck with U-Ribs

Published:2021-04 Issue:4 Volume:26 Page:04021014
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ye Huawen¹,Yang Zhe²,Han Bing³,Duan Zhichao²,Zhou Yu²

Affiliation:

1. Associate Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author).

2. Master Student, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

3. Senior Engineer, Sichuan Railway Investment Group Co., Ltd., Chengdu 610000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001692

Reference27 articles.

1. Use of UHPFRC overlay to reduce stresses in orthotropic steel decks

2. Evaluation of Cracking in the Rib-to-Deck Welds of the Bronx–Whitestone Bridge

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1. Behavior and fatigue life assessment of orthotropic steel decks: A state-of-the-art-review;Structures;2024-02

2. Experimental Investigation on Fatigue Improvement of Orthotropic Steel Bridge Deck Using Steel Fiber Reinforced Concrete;International Journal of Concrete Structures and Materials;2023-07-25

3. Experimental and Numerical Study of Transversal Flexural Behavior on Steel Ultrahigh-Toughness Cementitious Composite Bridge Decks;Journal of Bridge Engineering;2023-07

4. Experimental and analytical study of the high-strain-rate compressive behavior of SFRC;Mechanics of Advanced Materials and Structures;2023-04-13

5. An Experimental Study on Negative Bending Behavior of Composite Bridge Decks with Steel-Fiber-Reinforced Concrete and Longitudinal Bulb-Flat Ribs;International Journal of Steel Structures;2023-03-16

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