Fatigue Assessment of Steel-UHPC Lightweight Composite Deck Based on Multiscale FE Analysis: Case Study-Reference-Cited by-同舟云学术

Fatigue Assessment of Steel-UHPC Lightweight Composite Deck Based on Multiscale FE Analysis: Case Study

Published:2018-01 Issue:1 Volume:23 Page:05017015
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Shao Xudong¹,Cao Junhui²

Affiliation:

1. Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan Univ., Changsha 410082, China.

2. Postdoctoral Fellow, Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan Univ., Changsha 410082, China (corresponding author).

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.1943-5592.0001146

Reference31 articles.

1. ANSYS [Computer software]. ANSYS Canonsburg PA.

2. Modelling and fatigue life assessment of orthotropic bridge deck details using FEM

3. Buitelaar P. Braam R. and Kaptijn N. (2004). “Reinforced high performance concrete overlay system for rehabilitation and strengthening of orthotropic steel bridge decks.” Proc. 1st Int. Orthotropic Bridge Conf. ASCE Sacremento Region Citrus Heights CA 384–401.

4. Static and Fatigue Behavior of Short-Headed Studs Embedded in a Thin Ultrahigh-Performance Concrete Layer

5. Retrofit of an orthotropic steel deck with compact reinforced reactive powder concrete

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