Finite Element Analysis of SFRC Torsion Member

Author

He Jue ; Zhao Yan-Ru ; Xu Na

Author_Institution

Sch. of Civil Eng., Inner Mongolia Univ. of Technol., Hohhot, China

fYear

2013

fDate

16-17 Jan. 2013

Firstpage

580

Lastpage

583

Abstract

This paper use ANSYS to analyze steel fiber reinforced concrete (SFRC) torsion member. Get a high precision model by reasonable selection of element type, material model, convergence criteria and sub steps. Then use this model to analyze torsion performance of SFRC torsion member. The results show that steel fiber has crack-resistance capability, so it dramatically improve ductility and rigidity of SFRC member, as well as cracking torque and ultimate torque of torsion member.

Keywords

convergence; cracks; ductility; fibre reinforced composites; finite element analysis; reinforced concrete; shear modulus; steel; structural engineering; torque; torsion; ANSYS; SFRC member ductility; SFRC member rigidity; SFRC torsion member analysis; convergence criteria; crack-resistance capability; element type selection; finite element analysis; high precision model; material model selection; steel fiber reinforced concrete torsion member analysis; torsion performance analysis; Concrete; Educational institutions; Finite element analysis; Load modeling; Optical fiber testing; Optical fiber theory; Steel; ANSYS; SFRC; torsion member;

fLanguage

English

Publisher

ieee

Conference_Titel

Measuring Technology and Mechatronics Automation (ICMTMA), 2013 Fifth International Conference on

Conference_Location

Hong Kong

Print_ISBN

978-1-4673-5652-7

Type

conf

DOI

10.1109/ICMTMA.2013.144

Filename

6493796