Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/104860
Title: Effects of high loading rate on reinforced concrete beams
Authors: Fujikake, Kazunori
Adhikary, Satadru Das
Li, Bing
Keywords: DRNTU::Engineering::Environmental engineering
Issue Date: 2014
Source: Adhikary, S. D., Li, B., & Fujikake, K. (2014). Effects of High Loading Rate on Reinforced Concrete Beams. ACI Structural Journal, 111(3), 651-660.
Series/Report no.: ACI structural journal
Abstract: The majority of past research on reinforced concrete (RC) beams has focused on their behavior under static and relatively slow loading rates, while limited attention has been paid to the corresponding behavior under high loading rates. Thus, a comprehensive literature review has been conducted on RC beams under varying loading rates to observe the overall trend of dynamic increase factor (DIF) of maximum resistance and failure modes. The wide range of data pertaining to DIF and the apparent changes in failure modes means, however, that general agreement has yet to be reached among researchers. To supplement the limited literature in this field, 24 RC beams were tested under four different loading rates ranging from slow (4 × 10–4 m/s) to fast (2 m/s) to cover the wide range of loading scenarios (quasi-static, earthquakes, and impact regime). Comparative analyses of RC beams under these varying loading rates highlighted several key aspects of their dynamic behavior.
URI: https://hdl.handle.net/10356/104860
http://hdl.handle.net/10220/20331
ISSN: 0889-3241
Rights: © 2014 American Concrete Institute. This paper was published in ACI Structural Journal and is made available as an electronic reprint (preprint) with permission of American Concrete Institute. The paper can be found at the following official URL: http://www.concrete.org/Publications/ACIMaterialsJournal/ACIJournalSearch.aspx?m=details&ID=51686579.  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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