Paper Title:
Mechanic Behavior Analysis of Connection with Haunch under Single and Cyclic Load
  Abstract

Connection with haunch is a new type of rigid connection. Single and cyclic load test is modeled using the program ANSYS. The result under different axial-compression ratio including hysteretic curve, the energy dissipation coefficient, and the plastic angle on beam ending is ascertained. The hysteretic curve under the ratio 0.3-0.6 is stable, and shows better plastic rotation ability. It exists a limit that axial-compression ratio has an effect on the connection with haunch, the model in this paper is 0.6. With hunch, the node can not only make the relocation of the plastic angle occur, but also increase yield stiffness, ultimate load, energy dissipation coefficient, linear displacement ductility coefficient and the plastic angle of beam end.

  Info
Periodical
Chapter
Chapter 4: Structural Engineering
Edited by
Paul P. Lin and Chunliang Zhang
Pages
848-852
DOI
10.4028/www.scientific.net/AMM.105-107.848
Citation
L. Y. Jiang, G. J. Liu, X. D. Sun, "Mechanic Behavior Analysis of Connection with Haunch under Single and Cyclic Load", Applied Mechanics and Materials, Vols. 105-107, pp. 848-852, 2012
Online since
September 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Jun Su, Shi Lang Xu, Dong Tao Xia
Chapter 2: Frontiers of Building Materials
Abstract:In this article, through the seismic experimental analysis for six frame joints of ultra-high toughness cementitious composites, the...
794
Authors: Shan Suo Zheng, Yue Heng Yan, Qing Lin Tao, Wen Yong Li
Chapter 5: Seismic Engineering
Abstract:Based on the experiments of a reinforced concrete frame column, 5 new members with different volumetric percentage of stirrups which are...
2046
Authors: Xiao Wei Li, Xue Wei Li, Xin Yuan
Chapter 1: Traditional Building Materials
Abstract:For expedite the development of high titanium heavy slag concrete, eight high titanium heavy slag high strength reinforced concrete...
455
Authors: Si Si Liu, Xue Liang Jiang
Chapter 1: Geological and Geotechnical Engineering
Abstract:According to energy principle, numerical methods of axial force and displacement of tension-type anchor are derived. Firstly, mechanism of...
63
Authors: Cun Hui, Wan Lin Cao, Hong Ying Dong
Chapter 2: Structural Engineering
Abstract:The structural measures about puting the additional energy dissipation plat at the bottom of the CFST columns where bears more stress, was...
620