Full-Scale Experimental Study on the Negative Flexural Behavior of Orthotropic Steel–Concrete Composite Bridge Deck-Reference-Cited by-同舟云学术

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Full-Scale Experimental Study on the Negative Flexural Behavior of Orthotropic Steel–Concrete Composite Bridge Deck

Published:2018-12 Issue:12 Volume:23 Page:04018097
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Su Qingtian¹,Dai Changyuan²,Xu Chen³

Affiliation:

1. Professor, Dept. of Bridge Engineering, School of Civil Engineering, Tongji Univ., Shanghai 200092, China.

2. Ph.D. Candidate, Dept. of Bridge Engineering, School of Civil Engineering, Tongji Univ., Shanghai 200092, China.

3. Associate Professor, Dept. of Bridge Engineering, School of Civil Engineering, Tongji Univ., Shanghai 200092, 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.1943-5592.0001320

Reference30 articles.

1. Strength and serviceability of continuous composite slabs with deep trapezoidal steel decking and steel fibre reinforced concrete

2. Analysis and modelling of mechanical anchorage of 4D/5D hooked end steel fibres

3. Experimental study on shear bond behavior of composite slabs according to Eurocode 4

4. Longitudinal shear resistance of steel–concrete composite slabs with perfobond shear connectors

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2. Shear Lag Effect and Its Additional Deflection Contribution of Composite Beam Bridges;Periodica Polytechnica Civil Engineering;2024-06-11

3. Fatigue behavior of full-shear-connection steel–concrete composite continuous beams under high-cycle loading;Structures;2023-10

4. Flexural behavior and crack width prediction of UHPC-steel strip composite decks under sagging moments;Engineering Structures;2023-10

5. Structural performance of orthotropic Steel-Concrete continuous composite decks with larger U-ribs and PBL shear connectors;Structures;2023-05

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