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DEVELOP THE HYSTERESIS MODEL OF CONCRETE BASED ON FIBER ELE-MENT IN ABAQUS
DEVELOP THE HYSTERESIS MODEL OF CONCRETE BASED ON FIBER ELE-MENT IN ABAQUS
QI, Yong-le; HAN, Xiao-lei; Jing, Ji
Full Article:
Due to the complicated material behavior during the earthquake, the precision of simulation mainly depends on the hysteresis model of concrete and reinforcement. ABAQUS has strong nonlinear analysis ability, but its damaged-plastic model for concrete does not support spatial beam element. Therefore, the uniaxial hysteresis model suitable for fiber mod-el of concrete was developed by using the interface UMAT in this paper. The fiber beam mod-el is suitable for global elastic-plastic analysis of frame which is subjected to the combined action of cyclic lateral and gravity loads. The model is verified by experiments and the results show that the fiber model developed by authors possesses better accuracy and time-saving compared with traditional finite element model using solid element. It can be used with high calculation efficiency to analyze frames subjected to cyclic loading due to earthquake.
Due to the complicated material behavior during the earthquake, the precision of simulation mainly depends on the hysteresis model of concrete and reinforcement. ABAQUS has strong nonlinear analysis ability, but its damaged-plastic model for concrete does not support spatial beam element. Therefore, the uniaxial hysteresis model suitable for fiber mod-el of concrete was developed by using the interface UMAT in this paper. The fiber beam mod-el is suitable for global elastic-plastic analysis of frame which is subjected to the combined action of cyclic lateral and gravity loads. The model is verified by experiments and the results show that the fiber model developed by authors possesses better accuracy and time-saving compared with traditional finite element model using solid element. It can be used with high calculation efficiency to analyze frames subjected to cyclic loading due to earthquake.
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DOI: 10.5151/meceng-wccm2012-18484
Referências bibliográficas
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- [8] Kent D C. ?Inelastic Behavior of Reinforced Concrete Members with Cyclic Loading[D]. University of Canterbury, Christchurch, New Zealand, 1969.
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Como citar:
QI, Yong-le; HAN, Xiao-lei; Jing, Ji; "DEVELOP THE HYSTERESIS MODEL OF CONCRETE BASED ON FIBER ELE-MENT IN ABAQUS", p-1616-1622.
In: In Proceedings of the 10th World Congress on Computational Mechanics [= Blucher Mechanical Engineering Proceedings, v. 1, n. 1].
São Paulo: Blucher,
2014.
ISSN 23580828,
DOI 10.5151/meceng-wccm2012-18484
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TY - CONF T1 - DEVELOP THE HYSTERESIS MODEL OF CONCRETE BASED ON FIBER ELE-MENT IN ABAQUS JO - Blucher Mechanical Engineering Proceedings VL - 1 IS - 1 SP - 1616 EP - 1622 PY - 2014 T2 - 10th World Congress on Computational Mechanics AU - , , SN - 23580828 DO - http://dx.doi.org/10.5151/meceng-wccm2012-18484 UR - www.proceedings.blucher.com.br/article-details/develop-the-hysteresis-model-of-concrete-based-on-fiber-ele-ment-in-abaqus-9111 KW - ER -
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@article{QI20144,
title="DEVELOP THE HYSTERESIS MODEL OF CONCRETE BASED ON FIBER ELE-MENT IN ABAQUS",
journal="Blucher Mechanical Engineering Proceedings",
volume="1",
number="1",
pages="1616 - 1622",
year="2014",
note="",
issn="23580828",
doi="http://dx.doi.org/10.5151/meceng-wccm2012-18484",
url="www.proceedings.blucher.com.br/article-details/develop-the-hysteresis-model-of-concrete-based-on-fiber-ele-ment-in-abaqus-9111",
author="Yong-le QI", "Xiao-lei HAN", "Ji Jing",
keywords="",
}
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Yong-le QI, Xiao-lei HAN, Ji Jing, DEVELOP THE HYSTERESIS MODEL OF CONCRETE BASED ON FIBER ELE-MENT IN ABAQUS, Blucher Mechanical Engineering Proceedings, Volume 1, 2014, Pages 1616-1622, ISSN 23580828, http://dx.doi.org/10.5151/meceng-wccm2012-18484 (www.proceedings.blucher.com.br/article-details/develop-the-hysteresis-model-of-concrete-based-on-fiber-ele-ment-in-abaqus-9111) Palavras-chave:: ;