Predicting response of reinforced concrete slabs under low-velocity impact

A two-degrees-of-freedom (2-DoF) dynamic model is proposed to predict the response of reinforced concrete (RC) slabs subjected to low-velocity impact. In this model, the slab stiffness is calculated based on its dynamic load–displacement curve, which is built using moment–curvature analysis and crit...

Full description

Saved in:

Bibliographic Details
Main Authors:	Xiao, Yao, Li, Bing, Fujikake, Kazunori
Other Authors:	School of Civil and Environmental Engineering
Format:	Article
Language:	English
Published:	2018
Subjects:	Modelling Impact DRNTU::Engineering::Civil engineering
Online Access:	https://hdl.handle.net/10356/89272 http://hdl.handle.net/10220/46153
Tags:	Add Tag No Tags, Be the first to tag this record!
Institution:	Nanyang Technological University
Language:	English

id	sg-ntu-dr.10356-89272
record_format	dspace
spelling	sg-ntu-dr.10356-892722020-03-07T11:43:38Z Predicting response of reinforced concrete slabs under low-velocity impact Xiao, Yao Li, Bing Fujikake, Kazunori School of Civil and Environmental Engineering Modelling Impact DRNTU::Engineering::Civil engineering A two-degrees-of-freedom (2-DoF) dynamic model is proposed to predict the response of reinforced concrete (RC) slabs subjected to low-velocity impact. In this model, the slab stiffness is calculated based on its dynamic load–displacement curve, which is built using moment–curvature analysis and critical shear crack theory. The contact between the impactor and the impacted RC slab is modelled with an elastic spring and a viscous damper. The effectiveness of the 2-DoF model was verified by comparisons with experimental data. The results obtained from the 2-DoF model are further processed to show the distribution of impact energy during the impact process, and a simple method is recommended for a quick estimation of the energy capacity of RC slabs. Published version 2018-10-01T08:30:40Z 2019-12-06T17:21:40Z 2018-10-01T08:30:40Z 2019-12-06T17:21:40Z 2017 Journal Article Xiao, Y., Li, B., & Fujikake, K. (2017). Predicting response of reinforced concrete slabs under low-velocity impact. Magazine of Concrete Research, 69(19), 996-1010. doi:10.1680/jmacr.16.00450 0024-9831 https://hdl.handle.net/10356/89272 http://hdl.handle.net/10220/46153 10.1680/jmacr.16.00450 en Magazine of Concrete Research © 2017 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.16.00450]. 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. 15 p. application/pdf
institution	Nanyang Technological University
building	NTU Library
country	Singapore
collection	DR-NTU
language	English
topic	Modelling Impact DRNTU::Engineering::Civil engineering
spellingShingle	Modelling Impact DRNTU::Engineering::Civil engineering Xiao, Yao Li, Bing Fujikake, Kazunori Predicting response of reinforced concrete slabs under low-velocity impact
description	A two-degrees-of-freedom (2-DoF) dynamic model is proposed to predict the response of reinforced concrete (RC) slabs subjected to low-velocity impact. In this model, the slab stiffness is calculated based on its dynamic load–displacement curve, which is built using moment–curvature analysis and critical shear crack theory. The contact between the impactor and the impacted RC slab is modelled with an elastic spring and a viscous damper. The effectiveness of the 2-DoF model was verified by comparisons with experimental data. The results obtained from the 2-DoF model are further processed to show the distribution of impact energy during the impact process, and a simple method is recommended for a quick estimation of the energy capacity of RC slabs.
author2	School of Civil and Environmental Engineering
author_facet	School of Civil and Environmental Engineering Xiao, Yao Li, Bing Fujikake, Kazunori
format	Article
author	Xiao, Yao Li, Bing Fujikake, Kazunori
author_sort	Xiao, Yao
title	Predicting response of reinforced concrete slabs under low-velocity impact
title_short	Predicting response of reinforced concrete slabs under low-velocity impact
title_full	Predicting response of reinforced concrete slabs under low-velocity impact
title_fullStr	Predicting response of reinforced concrete slabs under low-velocity impact
title_full_unstemmed	Predicting response of reinforced concrete slabs under low-velocity impact
title_sort	predicting response of reinforced concrete slabs under low-velocity impact
publishDate	2018
url	https://hdl.handle.net/10356/89272 http://hdl.handle.net/10220/46153
_version_	1681049867267342336

Predicting response of reinforced concrete slabs under low-velocity impact

Similar Items