Analytical Model for Predication of Crack Spacing due to Shrinkage in Concrete Pavements-Reference-Cited by-同舟云学术

Analytical Model for Predication of Crack Spacing due to Shrinkage in Concrete Pavements

Published:2004-10 Issue:10 Volume:130 Page:1529-1533
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chen G.¹,Baker G.²

Affiliation:

1. Research Fellow, Dept. of Structural Engineering, Building Research Institute, 1 Tachihara, Tsukuba City, Ibaraki 305-0802, Japan. E-mail: gongfa@kenken.go.jp

2. Dean, Faculty of Engineering and Surveying, The Univ. of Southern Queensland, Toowoomba QLD 4350, Australia. E-mail: bakerg@usq.edu.au

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282004%29130%3A10%281529%29

Reference23 articles.

1. The prediction of crack widths in reinforced concrete beams

2. Stable States and Paths of Stmuctures with Plasticity or Damage

3. Bazant Z.P. and Planas J. ( 1998). Fracture and size effect in concrete and other quasibrittle materials CRC Boca Raton Fla.

4. Computational approach to localization using global energy minimization

5. De Young C. ( 1966). “Spacing of undoweled joints in plain concrete pavements.” Highw. Res. Rec. (112) 46–54.

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