Fatigue Performance Evaluation for an Orthotropic Steel Bridge Deck Based on Field Hotspot Stress Measurements-Reference-Cited by-同舟云学术

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Fatigue Performance Evaluation for an Orthotropic Steel Bridge Deck Based on Field Hotspot Stress Measurements

Published:2019-03-15 Issue:2 Volume:48 Page:20180565
ISSN:0090-3973
Container-title:Journal of Testing and Evaluation
language:en
Short-container-title:J. Test. Eval.

Author:

Chen Bin¹,Chen Zengshun²,Xie Xu³,Ye Xiaowei³

Affiliation:

1. Department of Civil Engineering, Zhejiang University City College, Hangzhou 310015, China, https://orcid.org/0000-0002-2791-0069

2. School of Civil Engineering, Chongqing University, Chongqing 400044, China (Corresponding author), e-mail: zchenba@connect.ust.hk

3. Department of Civil Engineering, Zhejiang University, Hangzhou, 310000, China

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

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1. Coupled fatigue behavior of the steel deck plate in lightweight composite bridge decks;Journal of Constructional Steel Research;2024-12

2. The fatigue behavior of ortho-composite-slabs with dowel strips for road bridges under transverse loads;Journal of Constructional Steel Research;2024-12

3. BPF-WT combined filtering method for indirect identification of bridge dynamic characteristics;Measurement Science and Technology;2024-01-04

4. A simplified analysis method for long-span suspension bridges within the deck overlay retrofitting process from asphalt to UHPC;Engineering Structures;2023-08

5. Fatigue Behaviors of High-Strength Carburized Steel under Different Stress Ratios: Evaluation of Competitive Failure and Prediction of Very Long Life;Journal of Testing and Evaluation;2023-01-06

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