Fatigue behaviour of joint-free bridges with steel and GFRP-reinforced ECC link slabs-Reference-Cited by-同舟云学术

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Fatigue behaviour of joint-free bridges with steel and GFRP-reinforced ECC link slabs

Published:2023-01 Issue: Volume:47 Page:829-845
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Chu K.,Hossain K.M.A.,Lachemi M.

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference32 articles.

1. El-Safty AK. Behavior of jointless bridge decks. Ph.D. dissertation. Raleigh (NC): Dept. of Civil Engineering, North Carolina State University; 1994.

2. Development of flexible link slab for elimination of existing expansion joints on steel girder bridges, Report BO-01-01;Patel,2001

3. Combining link slab, deck sliding over backwall, and revising bearings, Research Report RC-1514;Aktan,2008

4. Behavior and design of link slabs for jointless bridge decks;Caner;Prestr Concr Inst (PCI) J,1998

5. Concrete construction engineering handbook;Nawy,2008

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Theoretical and finite element analysis of engineered cementitious composite (ECC) link slab in hollow slab beam bridge base on different load conditions;Engineering Structures;2024-06

2. Fatigue performance of ECC link slab incorporated full RC girder joint-free bridges;Advances in Bridge Engineering;2024-02-03

3. Experimental and numerical evaluation of RC ribbed slabs in fire conditions;Structures;2023-05

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