Nonlinear finite element analysis of short-limbed wall

doi:10.1007/s11709-009-0025-2

Front Arch Civil Eng Chin

2009, Vol. 3

Issue (2) : 125-130 https://doi.org/10.1007/s11709-009-0025-2

RESEARCH ARTICLE

Nonlinear finite element analysis of short-limbed wall

Zhi ZHANG¹(

), Qian GU¹, Shaomin PENG¹, Quanzhi CAI²

1. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China; 2. Central-South Architectural Design Institute, Wuhan 430071, China

Download: PDF(312 KB) HTML
Export: BibTeX | EndNote | Reference Manager | ProCite | RefWorks

Abstract

Combined with the actual project, this paper carries out a nonlinear finite element analysis on 2 groups, 6 short-limbed shear walls, through the finite element calculation software ANSYS. The stress-strain relation of the models, and the effects of the type of sections and the axial compression ratios on the models can be obtained, providing a reference for future design.

Keywords short-limbed wall (SLW) nonlinear finite element separate model axial compression ratios

Corresponding Author(s): ZHANG Zhi,Email:andyzz121@163.com

Issue Date: 05 June 2009

Cite this article:

Zhi ZHANG,Qian GU,Shaomin PENG, et al. Nonlinear finite element analysis of short-limbed wall[J]. Front Arch Civil Eng Chin, 2009, 3(2): 125-130.

URL:

https://academic.hep.com.cn/fsce/EN/10.1007/s11709-009-0025-2
https://academic.hep.com.cn/fsce/EN/Y2009/V3/I2/125

Fig.1 Dimensions of specimens (unit: mm). (a) Non-flanged specimen; (b) flanged specimen

Fig.2 Section reinforcement. (a) Linking beam reinforcement; (b) limb reinforcement

Fig.3 FEM models. (a) Non-flanged model; (b) flanged model; (c) steel element of non-flanged model; (d) steel element of flanged model

Fig.4 Load-displacement curves. (a) Models S1, S2, S2; (b) models FS1, FS2, FS2

Fig.5 Skeleton curves. (a) Specimens S1, S2, S3; (b) specimens FS1, FS2, FS2

Tab.1 Ductility coefficient

Fig.6 Load-displacement curves in different axial compression ratios for models FS2a, FS2b, FS2c

Fig.7 Contour plot of yield stress. (a) S1; (b) FS1; (c) S2; (d) FS2; (e) S3; (f) FS3

1	Zhang Zhi. Nonlinear Finite Element Analysis of Short Leg Wall on the Box Transition Storey. Wuhan: Wuhan University of Technology, 2007 (in Chinese)
2	Cai Quanzhi, Gao Zhan, Li Hua, Peng Shaomin. Experiment of SLW under monotonic and cyclic reversed loading and its ANSYS analysis. Journal of Wuhan University of Technology , 2005, 27(12): 49-52 (in Chinese)
3	Song Jianxue, Peng Shaomin, Liu Lixin. Short-limbed wall structure under horizontal cyclic loading test. Journal of Huazhong University of Science and Technology , 2002, 19(1): 91-94 (in Chinese)

[1]	Guochang LI, Hongping YU, Chen FANG. Performance study on T-stub connected semi-rigid joint between rectangular tubular columns and H-shaped steel beams[J]. Front Struc Civil Eng, 2013, 7(3): 296-303.

Viewed

Full text

Abstract

Cited

Shared

Discussed