Development of Mesoscale Simulation Approach of Concrete Material and Structural Behavior with Physical Damages with RBSM-Reference-Cited by-同舟云学术

Development of Mesoscale Simulation Approach of Concrete Material and Structural Behavior with Physical Damages with RBSM

Published:2023-06-27 Issue:6 Volume:21 Page:492-522
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

UEDA Tamon¹,WANG Zhao²

Affiliation:

1. Guangdong Provincial Key Laboratory for Durability of Marine Civil Engineering, College of Civil and Transportation Engineering, Shenzhen University, Shenzen, Guangdong, China.

2. Department of Civil Engineering, The University of Tokyo, Tokyo, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/21/6/21_492/_pdf

Reference87 articles.

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2. 2) Alliche, A., (2004). “Damage model for fatigue loading of concrete.” International Journal of Fatigue, 26(9), 915-921.

3. 3) Amalia, Z., Qiao, D., Nakamura, H., Miura, T. and Yamamoto, Y., (2018). “Development of simulation method of concrete cracking behavior and corrosion products movement due to rebar corrosion.” Construction and Building Materials, 190, 560-572.

4. 4) Asahina, D., Ito, K., Houseworth, J. E., Birkholzer, J. T. and Bolander Jr., J. E., (2015). “Simulating the Poisson effect in lattice models of elastic continua.” Computers and Geotechnics, 70, 60-67.

5. 5) Bazant, Z. P. and Baweja, S., (2000). “Creep and shrinkage prediction model for analysis and design of concrete structures: Model B3.” In: A. Al-Manaseer, Ed. Creep and Shrinkage - Structural Design Effects (ACI SP-194). Farmington Hills, Michigan: American Concrete Institute, 1-84.