Analysis of Crack Propagation due to Thermal Stress in Concrete Considering Solidified Constitutive Model-Reference-Cited by-同舟云学术

Analysis of Crack Propagation due to Thermal Stress in Concrete Considering Solidified Constitutive Model

Published:2007 Issue:1 Volume:5 Page:99-112
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Srisoros Worapong¹,Nakamura Hikaru¹,Kunieda Minoru¹,Ishikawa Yasuaki²

Affiliation:

1. Dept. of Civil Engineering, Nagoya University, Japan.

2. Dept. of Civil Engineering, Meijo University, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/5/1/5_1_99/_pdf

Reference19 articles.

1. Bazant, Z. P. and Prasannan, S. (1989). “Solidification theory for concrete creep I: Formulation.” Journal of Engineering Mechanics, ASCE, 115(8), 1691-1703.

2. Bolander, J. E. and Berton, S. (2004). “Simulation of shrinkage induced cracking in cement composite overlays.” Cement and Concrete Composites, 26(7), 861-871.

3. Bolander, J. E. and Saito, S. (1998). “Fracture analysis using spring networks with random geometry.” Engineering Fracture Mechanics, 61, 569-591.

4. Cusson, D. (2001). “Sensitivity analysis of the early-Age properties of high- performance concrete - A case study on bridge barrier walls.” 6^th International Conference on Creep, Shrinkage & Durability Mechanics of Concrete and Other Quasi-Brittle Materials, Cambridge MA, 20-22 August 2001.

5. Goto, T., Uehara, T. and Umehara, H. (1995). “Studied on creep behavior of early age concrete.” Proceedings of the Japan Concrete Institute, 17(1), 1133-1138.

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