volume 8 issue 9 pages 817-827

Elasto-plastic dynamic response analysis of prototype RC girder under falling-weight impact loading considering mesh size effect

Abdul Qadir Bhatti
N Kishi
Hisashi Konno
Hiroshi MIKAMI
Publication typeJournal Article
Publication date2012-09-01
scimago Q1
wos Q2
SJR0.880
CiteScore8.6
Impact factor2.6
ISSN15732479, 17448980
Mechanical Engineering
Building and Construction
Civil and Structural Engineering
Geotechnical Engineering and Engineering Geology
Safety, Risk, Reliability and Quality
Ocean Engineering
Abstract
This paper focuses on an applicability of the proposed numerical analysis method to the large scale RC girder under falling-weight impact loading using effective finite element mesh size distribution by comparing with experimental results. The results obtained from this study are: (1) displacement wave can be accurately estimated with seven-division of stirrup interval. (2) The maximum impact force and reaction force can be roughly estimated by using the mesh geometry with one-division for the each interval. (3) Damping constant should be used as 1.5%. (4) Drucker-Prager yield criterion should be applied. (5) The crack patterns can be roughly estimated with seven divisions between intervals of stirrup.
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GOST |
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GOST Copy
Bhatti A. Q. et al. Elasto-plastic dynamic response analysis of prototype RC girder under falling-weight impact loading considering mesh size effect // Structure and Infrastructure Engineering. 2012. Vol. 8. No. 9. pp. 817-827.
GOST all authors (up to 50) Copy
Bhatti A. Q., Kishi N., Konno H., MIKAMI H. Elasto-plastic dynamic response analysis of prototype RC girder under falling-weight impact loading considering mesh size effect // Structure and Infrastructure Engineering. 2012. Vol. 8. No. 9. pp. 817-827.
RIS |
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RIS Copy
TY - JOUR
DO - 10.1080/15732479.2010.492838
UR - https://doi.org/10.1080/15732479.2010.492838
TI - Elasto-plastic dynamic response analysis of prototype RC girder under falling-weight impact loading considering mesh size effect
T2 - Structure and Infrastructure Engineering
AU - Bhatti, Abdul Qadir
AU - Kishi, N
AU - Konno, Hisashi
AU - MIKAMI, Hiroshi
PY - 2012
DA - 2012/09/01
PB - Taylor & Francis
SP - 817-827
IS - 9
VL - 8
SN - 1573-2479
SN - 1744-8980
ER -
BibTex |
Cite this
BibTex (up to 50 authors) Copy
@article{2012_Bhatti,
author = {Abdul Qadir Bhatti and N Kishi and Hisashi Konno and Hiroshi MIKAMI},
title = {Elasto-plastic dynamic response analysis of prototype RC girder under falling-weight impact loading considering mesh size effect},
journal = {Structure and Infrastructure Engineering},
year = {2012},
volume = {8},
publisher = {Taylor & Francis},
month = {sep},
url = {https://doi.org/10.1080/15732479.2010.492838},
number = {9},
pages = {817--827},
doi = {10.1080/15732479.2010.492838}
}
MLA
Cite this
MLA Copy
Bhatti, Abdul Qadir, et al. “Elasto-plastic dynamic response analysis of prototype RC girder under falling-weight impact loading considering mesh size effect.” Structure and Infrastructure Engineering, vol. 8, no. 9, Sep. 2012, pp. 817-827. https://doi.org/10.1080/15732479.2010.492838.