Slab Cracking Control in Continuous Steel-Concrete Bridge Decks-Reference-Cited by-同舟云学术

Slab Cracking Control in Continuous Steel-Concrete Bridge Decks

Published:2013-12 Issue:12 Volume:18 Page:1319-1327
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Gara Fabrizio¹,Leoni Graziano²,Dezi Luigino³

Affiliation:

1. Assistant Professor, Dept. of Civil and Building Engineering, and Architecture, Univ. Politecnica delle Marche, 60128 Ancona, Italy.

2. Professor, School of Architecture and Design, Univ. of Camerino, Viale delle Rimembranza, 63100 Ascoli Piceno, Italy (corresponding author).

3. Professor, Dept. of Civil and Building Engineering, and Architecture, Univ. Politecnica delle Marche, 60128 Ancona, Italy.

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.1943-5592.0000459

Reference29 articles.

1. Atrushi D. S. (2003). “Tensile and compressive creep of early age concrete: Testing and modelling.” Ph.D. thesis Dept. of Civil Engineering Norwegian Univ. of Science and Technology Trondheim Norway.

2. Deformation of progressively cracking reinforced concrete beams;Bažant Z. P.;ACI J.,1984

3. Brown M. Sellers G. Folliard K. J. and Fowler D. W. (2001). “Restrained shrinkage cracking of concrete bridge decks: State-of-the-art review.” Research Rep. 0-4098 Center for Transportation Research Univ. of Texas at Austin Austin TX.

4. Comité Euro-International du Béton and Fédération International de la Précontrainte (CEB-FIP). (1988). “CEB-FIP model code 1990.” CEB Bulletin No. 190 Paris.

5. Shrinkage effects in composite beams with flexible connection

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