Simulation of shear and bending cracking in RC beam: material model and its application to impact
This paper presents a simple and reliable non-linear numerical analysis incorporated with fully Lagrangian method namely Smoothed Particle Hydrodynamics (SPH) to predict the impact response of the reinforced concrete (RC) beam under impact loading. The analysis includes the simulation of the e...
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| Format: | Conference or Workshop Item |
| Language: | en |
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2017
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| Online Access: | http://eprints.uthm.edu.my/7076/1/P9109_26060da54476aa1387491bd806177528.pdf http://eprints.uthm.edu.my/7076/ https://doi.org/10.1088/1755-1315/140/1/012130 |
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| author | Mokhatar, S. N. Sonoda, Y. Zuki, S. S. M. Kamarudin, A. F. |
| author_facet | Mokhatar, S. N. Sonoda, Y. Zuki, S. S. M. Kamarudin, A. F. |
| author_sort | Mokhatar, S. N. |
| building | UTHM Library |
| collection | Institutional Repository |
| content_provider | Universiti Tun Hussein Onn Malaysia |
| content_source | UTHM Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | This paper presents a simple and reliable non-linear numerical analysis incorporated
with fully Lagrangian method namely Smoothed Particle Hydrodynamics (SPH) to predict the
impact response of the reinforced concrete (RC) beam under impact loading. The analysis
includes the simulation of the effects of high mass low-velocity impact load falling on beam
structures. Three basic ideas to present the localized failure of structural elements are: (1) the
accurate strength of concrete and steel reinforcement during the short period (dynamic), Dynamic
Increase Factor (DIF) has been employed for the effect of strain rate on the compression and
tensile strength (2) linear pressure-sensitive yield criteria (Drucker-Prager type) with a new
volume dependent Plane-Cap (PC) hardening in the pre-peak regime is assumed for the concrete,
meanwhile, shear-strain energy criterion (Von-Mises) is applied to steel reinforcement (3) two
kinds of constitutive equation are introduced to simulate the crushing and bending cracking of
the beam elements. Then, these numerical analysis results were compared with the experimental
test results. |
| format | Conference or Workshop Item |
| id | my.uthm.eprints-7076 |
| institution | Universiti Tun Hussein Onn Malaysia |
| language | en |
| publishDate | 2017 |
| record_format | eprints |
| spelling | my.uthm.eprints-70762022-05-24T01:59:48Z http://eprints.uthm.edu.my/7076/ Simulation of shear and bending cracking in RC beam: material model and its application to impact Mokhatar, S. N. Sonoda, Y. Zuki, S. S. M. Kamarudin, A. F. T Technology (General) This paper presents a simple and reliable non-linear numerical analysis incorporated with fully Lagrangian method namely Smoothed Particle Hydrodynamics (SPH) to predict the impact response of the reinforced concrete (RC) beam under impact loading. The analysis includes the simulation of the effects of high mass low-velocity impact load falling on beam structures. Three basic ideas to present the localized failure of structural elements are: (1) the accurate strength of concrete and steel reinforcement during the short period (dynamic), Dynamic Increase Factor (DIF) has been employed for the effect of strain rate on the compression and tensile strength (2) linear pressure-sensitive yield criteria (Drucker-Prager type) with a new volume dependent Plane-Cap (PC) hardening in the pre-peak regime is assumed for the concrete, meanwhile, shear-strain energy criterion (Von-Mises) is applied to steel reinforcement (3) two kinds of constitutive equation are introduced to simulate the crushing and bending cracking of the beam elements. Then, these numerical analysis results were compared with the experimental test results. 2017 Conference or Workshop Item PeerReviewed text en http://eprints.uthm.edu.my/7076/1/P9109_26060da54476aa1387491bd806177528.pdf Mokhatar, S. N. and Sonoda, Y. and Zuki, S. S. M. and Kamarudin, A. F. (2017) Simulation of shear and bending cracking in RC beam: material model and its application to impact. In: IConCEES 2017, 4 - 5 December 2017, Langkawi, Malaysia. https://doi.org/10.1088/1755-1315/140/1/012130 |
| spellingShingle | T Technology (General) Mokhatar, S. N. Sonoda, Y. Zuki, S. S. M. Kamarudin, A. F. Simulation of shear and bending cracking in RC beam: material model and its application to impact |
| title | Simulation of shear and bending cracking in RC beam: material model and its application to impact |
| title_full | Simulation of shear and bending cracking in RC beam: material model and its application to impact |
| title_fullStr | Simulation of shear and bending cracking in RC beam: material model and its application to impact |
| title_full_unstemmed | Simulation of shear and bending cracking in RC beam: material model and its application to impact |
| title_short | Simulation of shear and bending cracking in RC beam: material model and its application to impact |
| title_sort | simulation of shear and bending cracking in rc beam: material model and its application to impact |
| topic | T Technology (General) |
| url | http://eprints.uthm.edu.my/7076/1/P9109_26060da54476aa1387491bd806177528.pdf http://eprints.uthm.edu.my/7076/ https://doi.org/10.1088/1755-1315/140/1/012130 |
| url_provider | http://eprints.uthm.edu.my/ |