Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/83607
Title: State-of-the-art review on low-velocity impact response of reinforced concrete beams
Authors: Adhikary, Satadru Das
Li, Bing
Fujikake, Kazunori
Keywords: Concrete structures
Beams and girders
Issue Date: 2016
Source: Adhikary, S. D., Li, B., & Fujikake, K. (2016). State-of-the-art review on low-velocity impact response of reinforced concrete beams. Magazine of Concrete Research, 68(14), 701-723.
Series/Report no.: Magazine of Concrete Research
Abstract: Based on a comprehensive literature review, a state-of-the-art report on the strain rate dependent mechanical properties of materials involved in reinforced concrete (RC) structures and the structural response of RC beams under low-velocity impact is presented. Due to the prevalence of plentiful equations to calculate the dynamic increase factor of concrete strength in compression and tension, future research is needed to reach a general consensus. Two empirical equations were derived based on previous test data, and the applicability of the proposed equations is demonstrated. With the interpretation of previous data in the light of authors' test results, the issue related to a change in failure mode from flexural failure under static loading to shear failure under impact loading is discussed. Finally, several issues related to the impact response of beams are raised, and the need for future research is identified.
URI: https://hdl.handle.net/10356/83607
http://hdl.handle.net/10220/42706
ISSN: 0024-9831
DOI: 10.1680/jmacr.15.00084
Rights: © 2016 ICE Publishing. This paper was published in Magazine of Concrete Research and is made available as an electronic reprint (preprint) with permission of ICE Publishing. The published version is available at: [http://dx.doi.org/10.1680/jmacr.15.00084]. 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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