Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/107106
Title: Collision capacity evaluation of RC columns by impact simulation and probabilistic evaluation
Authors: Yi, Na-Hyun
Choi, Ji-Hun
Kim, Sung-Jae
Kim, Jang-Ho Jay
Keywords: DRNTU::Engineering::Civil engineering::Structures and design
Issue Date: 2015
Source: Yi, N.-H., Choi, J.-H., Kim, S.-J., & Kim, J.-H. J. (2015). Collision capacity evaluation of RC columns by impact simulation and probabilistic evaluation. Journal of advanced concrete technology, 13(2), 67-81.
Series/Report no.: Journal of advanced concrete technology
Abstract: Recently, increasing traffic in urban areas has led to a dramatic increase in collisions between speeding vehicles and structural columns. An impact applies a greater force to a column than its regular static or dynamic load because of the mass acceleration effect of the vehicle. Vehicle impact can cause catastrophic damage to structural columns and ultimately cause them to collapse; therefore, an in-depth study of their structural resistance to vehicle impact is needed. This paper reports the behavior of a reinforced concrete (RC) compression member or column under a lateral impact load. The study quantitatively assessed the columns' resistance capacity and developed an impact-resistance capacity evaluation procedure. Because it is extremely difficult and costly to experimentally perform a parametric study for column impact scenarios, this analytical study was carried out using LS-DYNA, a commercial explicit finite element (FE) analysis program that simulates the effects of a high strain rate from impact or blast loading on structural and material behavior. The parameters used for this case study were cross-section shape variation, impact load angle, axial load magnitude ratio, concrete compressive strength, longitudinal and lateral reinforcement ratios, and slenderness ratio. Using the analysis results, an impact resistance capacity evaluation procedure using a probabilistic approach is proposed.
URI: https://hdl.handle.net/10356/107106
http://hdl.handle.net/10220/25291
ISSN: 1346-8014
DOI: 10.3151/jact.13.67
Rights: © 2015 Japan Concrete Institute. This paper was published in Journal of Advanced Concrete Technology and is made available as an electronic reprint (preprint) with permission of Japan Concrete Institute. The paper can be found at the following official DOI: [http://dx.doi.org/10.3151/jact.13.67].  One print or electronic copy may be made for personal use only. Systematic or multiple reproduction, distribution to multiple locations via electronic or other means, duplication of any material in this paper for a fee or for commercial purposes, or modification of the content of the paper is prohibited and is subject to penalties under law.
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Journal Articles

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