Reinforced Concrete Behavior, Research, Development, and Design through Partial-Interaction Mechanics-Reference-Cited by-同舟云学术

Reinforced Concrete Behavior, Research, Development, and Design through Partial-Interaction Mechanics

Published:2017-07 Issue:7 Volume:143 Page:02517002
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Oehlers Deric J.¹,Visintin Phillip²,Chen Jian-Fei³,Seracino Rudolf⁴,Wu Yufei⁵,Lucas Wade⁶

Affiliation:

1. Emeritus Professor of Structural Engineering, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

2. Senior Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia (corresponding author).

3. Professor of Civil and Structural Engineering, School of Planning, Architecture and Civil Engineering, Queen’s Univ. Belfast, Belfast BT9 5AG, U.K.

4. Professor and Associate Head of Department, Dept. of Civil, Construction and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695.

5. Professor of Infrastructure Engineering–Metro Chair, School of Civil, Environmental and Chemical Engineering, RMIT Univ., Melbourne, VIC 3001, Australia.

6. Research Associate, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

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%29ST.1943-541X.0001764

Reference80 articles.

1. Balmer G. G. (1949). “Shear strength of concrete under high triaxial stress—Computation of Mohr’s envelope as a curve.” Structural Research Laboratory Rep. No. SP-23 Dept. of the Interior Bureau of Reclamation Denver.

2. Flexural response of concrete beams reinforced with FRP reinforcing bars;Benmokrane B.;ACI Struct. J.,1996

3. Size effects in plastic hinges of reinforced concrete members;Bigaj A.;Heron,2002

4. Reevaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars

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