Finite Element Analysis of Chinese Traditional Hall-Style Timber Structure

Author:

Wan Jia1,Niu Qing Fang1,Qiao Guan Feng1,Li Tie Ying1

Affiliation:

1. Taiyuan University of Technology

Abstract

This paper uses general finite element software Abaqus to simulate three Chinese traditional hall-style structures recorded in the book <<Yingzao Fashi>>. With Abaqus having an advantage in dealing with contact problems, three hall-style timber structure finite element analysis models have been established within the 3D solid element which is used to model beams, columns, brackets and other structural members in the modeling. Contact pairs also have been used to simulate the interaction between the structure members like beam-column contact pair, column-foot foundation contact pair and dougong-bracket beam contact pair and so on. In the modeling process, some simplifying assumptions have been used for many complex structural members and interactions between them being used in Chinese hall-style structure. The model was finally tested by gravity load and vertical load.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference7 articles.

1. Jie Li: Yingzao Fashi (Song Dynasty of China).

2. Tian Wang: Preliminary Ancient Timber Static study (Heritage Press, China 1992).

3. Dehua Pan: Dou Gong (Southeast University Press, China 2011).

4. Zhiyong Chen, Enchun Zhu, etc: Structural Performance of Typical Beam-Column Joints in Yingxian Wood Pagoda - an Experimental Study. Key Engineering Materials Vol. 517 (2012) pp.669-676.

5. Zhiyong Chen, Enchun Zhu: Numerical simulation of mechanical behaviour of wood under complex stress. Chinese Journal of Computational Mechanics Vol. 28, No. 4 August (2011).

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