Numerical Simulation on Shear Capacity and Post-Peak Ductility of Reinforced High-Strength Concrete Coupled with Autogenous Shrinkage-Reference-Cited by-同舟云学术

Numerical Simulation on Shear Capacity and Post-Peak Ductility of Reinforced High-Strength Concrete Coupled with Autogenous Shrinkage

Published:2011-02-23 Issue:1 Volume:9 Page:73-88
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Gebreyouhannes Esayas¹,Maekawa Koichi²

Affiliation:

1. Department of Civil Engineering, Addis Ababa University, Ethiopia.

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

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/9/1/9_1_73/_pdf

Reference33 articles.

1. ACI 363-92, (1992). “State-of-the-art report on high-strength concrete.” ACI Committee Report 363. American Concrete Institute, Detroit, 363R1-363R55.

2. Ahmad, S. H., Khaloo, A. R. and Poveda, A., (1986). “Shear capacity of reinforced high-strength concrete beams.” ACI Journal Proceedings, 83(3), 297-305.

3. An, X., Maekawa, K. and Okamura, H., (1997). “Numerical simulation of size effect in shear strength of RC beams.” Journal of Materials, Concrete Structures and Pavements JSCE, 35(564), 297-316.

4. Asamoto, S., (2006). “Enhanced multi-scale constitutive model of solidifying cementitious composites and application to cracking assessment of concrete structures.” Thesis (PhD). TheUniversity of Tokyo.

5. Bazant, Z. P. and Oh, B. H., (1983). “Crack band theory for fracture of concrete.” Material and Structures, RILEM, 16(3), 155-177.

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