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Author:

Zhou, Qian (Zhou, Qian.) | Yan, Wei-Ming (Yan, Wei-Ming.) (Scholars:闫维明)

Indexed by:

CPCI-S

Abstract:

In order to protect Chinese ancient buildings, numerical simulation is used to study damage types of tenon-mortise joints of Chinese ancient wooden buildings under bending loads. Two typical tenon-mortise joints are selected for simulation: Straight joint and Yan-wei joint. By ANSYS program finite element models of the two tenon-mortise joints are built. By applying displacement load on side face of beam (10mm upward) step by step status of tensile stress, compression stress, shearing stress and moment-rotation angle relationship of the two joints are studied. Peak values of stresses above at each step of both joints are obtained. Results show that for a Straight joint under bending loads damage types of its tenon include tensile strength failure. compression strength failure and shearing strength failure; However its mortise will not be damaged: For a Yan-wei joint both the tenon and mortise will be damaged for tensile strength failure, compression strength failure and shearing strength failure; On the other hand, rotation stiffness of Yan-wei joint is larger than that of Straight joint, which means the Yan-wei joint is hard to be rotated, and once it is rotated, it is more likely to be damaged.

Keyword:

damage type Chinese ancient buildings tenon-mortise joints bending loads numerical simulation

Author Community:

  • [ 1 ] [Zhou, Qian]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 2 ] [Yan, Wei-Ming]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China

Reprint Author's Address:

  • [Zhou, Qian]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China

Email:

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Source :

ISISS '2009: INNOVATION & SUSTAINABILITY OF STRUCTURES, VOLS 1 AND 2

Year: 2009

Page: 1214-1219

Language: English

Cited Count:

WoS CC Cited Count: 1

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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