Fatigue Analysis of RC Slabs Reinforced with Plain Bars Based on the Bridging Stress Degradation Concept-Reference-Cited by-同舟云学术

Fatigue Analysis of RC Slabs Reinforced with Plain Bars Based on the Bridging Stress Degradation Concept

Published:2016-01-19 Issue:1 Volume:14 Page:21-34
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Drar Ahmed Attia M.¹,Matsumoto Takashi²

Affiliation:

1. Graduate School of Engineering, Division of Engineering and Policy for Sustainable Environment, Hokkaido University, Sapporo, Japan.

2. Faculty of Engineering, Division of Engineering and Policy for Sustainable Environment, Hokkaido University, Sapporo, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/14/1/14_21/_pdf

Reference20 articles.

1. 1) Belarbi, A. and Hsu, T. T., (1994). “Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete.” ACI structural Journal, 91(4), 465-474.

2. 2) Dehestani, M. and Mousavi, S. S., (2015). “Modified steel bar model incorporating bond-slip effects for embedded element method.” Construction and Building Materials, 81, 284-290.

3. 3) Jun, Z. and Stang, H., (1998). “Fatigue performance in flexure of fiber reinforced concrete.” ACI Materials Journal, 95(1), 58-67.

4. 4) Li, V. C. and Matsumoto, T., (1998). “Fatigue crack growth analysis of fiber reinforced concrete with effect of interfacial bond degradation.” Cement and concrete composites, 20(5), 339-351.

5. 5) Maekawa, K., Okamura, H. and Pimanmas, A., (2003). “Non-linear mechanics of reinforced concrete.” CRC Press.

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