The optimum overlay thickness of prefabricated full-depth precast concrete bridge deck panel system – 3D non-linear finite element modeling-Reference-Cited by-同舟云学术

The optimum overlay thickness of prefabricated full-depth precast concrete bridge deck panel system – 3D non-linear finite element modeling

Published:2015-10 Issue: Volume:100 Page:264-275
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Al-Rousan Rajai Z.,Alhassan Mohammad,Issa Mohsen A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference22 articles.

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2. Analysis of full depth precast concrete bridge deck panels;Issa;PCI J,1998

3. Experimental behavior of full-depth precast concrete panels for bridge rehabilitation;Issa;ACI Struct J,2000

4. Issa MA, Anderson R, Domagalski T, Khayyat S. Design considerations of full depth precast/prestressed concrete bridge deck panels. In: Proceedings of the 1st annual concrete bridge conference sponsored by FHWA and NCBC, and organized by PCI, October 2002. 20p.

5. Full depth precast and precast, prestressed concrete bridge deck panels;Issa;PCI J,1995

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