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Study on the Property of Ductility of T-Shaped Short-Shear Walls (II)

Li, Zhi-Peng / Guo, Di / Feng, Hua / Liu, Jie-Yu

Based on the experimental study, this paper analyzes the strength and ductility of T-shaped short-shear walls and studies the measures to improve the ductility of specimens by adjusting its sectional reinforcement form. Using finite element software ABAQUS to simulate the elastic and plastic damage process of T-shaped short-shear walls after adjusting the sectional reinforcement, and then to analyze the force characteristic and ductility of the structural elements. The results indicate that under the premise of keeping the total quantities of sectional reinforcement basically constant, the proposed method can effectively improve the ductility of T-shaped short-shear walls while the webs are compressed and the reinforcement form is reasonable.

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Study on the Property of Ductility of T-Shaped Short-Shear Walls (II)

Li, Zhi-Peng / Guo, Di / Feng, Hua / Liu, Jie-Yu

Based on the experimental study, this paper analyzes the strength and ductility of T-shaped short-shear walls and studies the measures to improve the ductility of specimens by adjusting its sectional reinforcement form. Using finite element software ABAQUS to simulate the elastic and plastic damage process of T-shaped short-shear walls after adjusting the sectional reinforcement, and then to analyze the force characteristic and ductility of the structural elements. The results indicate that under the premise of keeping the total quantities of sectional reinforcement basically constant, the proposed method can effectively improve the ductility of T-shaped short-shear walls while the webs are compressed and the reinforcement form is reasonable.

Study on the Property of Ductility of T-Shaped Short-Shear Walls (II)

Li, Zhi-Peng / Guo, Di / Feng, Hua / Liu, Jie-Yu

Based on the experimental study, this paper analyzes the strength and ductility of T-shaped short-shear walls and studies the measures to improve the ductility of specimens by adjusting its sectional reinforcement form. Using finite element software ABAQUS to simulate the elastic and plastic damage process of T-shaped short-shear walls after adjusting the sectional reinforcement, and then to analyze the force characteristic and ductility of the structural elements. The results indicate that under the premise of keeping the total quantities of sectional reinforcement basically constant, the proposed method can effectively improve the ductility of T-shaped short-shear walls while the webs are compressed and the reinforcement form is reasonable.

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Title:

Study on the Property of Ductility of T-Shaped Short-Shear Walls (II)

Contributors:

Li, Zhi-Peng (author) / Guo, Di (author) / Feng, Hua (author) / Liu, Jie-Yu (author)

Published in:

Innovation in Civil Engineering, Architecture and Sustainable Infrastructure, ICCEASI, International Conference on Civil Engineering, Architecture and Sustainable Infrastructure, 2012 ; 635-639

Applied Mechanics and Materials ; 238

Publication date:

2012

Size:

5 Seiten

ISSN:

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.238.635

Type of media:

Conference paper

Type of material:

Print

Language:

English

Keywords:

Streckbarkeit , elastoplastische Bruchmechanik , Experimentalstudie , Finite-Elemente-Methode , Kunststoff

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