Validation of Numerical Modeling Techniques for Unbonded Post-Tensioned Beams under Low Velocity Impact-Reference-Cited by-同舟云学术

Validation of Numerical Modeling Techniques for Unbonded Post-Tensioned Beams under Low Velocity Impact

Published:2022-08 Issue:8 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Nghiem Andrew¹,Kang Thomas H.-K.²

Affiliation:

1. Formerly, Ph.D. Student, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Korea.

2. Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Korea (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003373

Reference27 articles.

1. Dynamic behavior of reinforced concrete beams under varying rates of concentrated loading

2. An applicability of dynamic response analysis of shear-failure type RC beams with lightweight aggregate concrete under falling-weight impact loading

3. Elasto-plastic impact response analysis of shear-failure-type RC beams with shear rebars

4. Bondy, K. D., and B. Allred. 2018. Post-tensioned concrete principles and practice. Lexington, KY: Lulu Press.

5. A simplified approach for assessing the load-carrying capacity of reinforced concrete beams under concentrated load applied at high rates

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