Paper Title:
An Experimental Study on Shear Reinforcement Methods of Interior Flat Plate-Column Connections
  Abstract

This research is an experimental study on full-scale interior slab-column connections of flat-plate. Three types of shear reinforcements were proposed to prevent brittle punching shear failure that could result in collapse of whole flat plate structures. A series of four flat plate specimens including a specimen without shear reinforcement and three specimens with the reinforcements was tested. The dimension of the slabs was 2620*2725*180mm and the specimens had a 600*800mm square column at the center of the slabs. The slabs were tested up to failure using monotonic vertical shear forces. The presences of the shear reinforcements substantially increased punching shear capacity and ductility of the interior slab-column connections.

  Info
Periodical
Key Engineering Materials (Volumes 385-387)
Edited by
H.S. Lee, I.S. Yoon and M.H. Aliabadi
Pages
857-860
DOI
10.4028/www.scientific.net/KEM.385-387.857
Citation
H. K. Choi, J.S. Kim, E.S. Jin, C. S. Choi, "An Experimental Study on Shear Reinforcement Methods of Interior Flat Plate-Column Connections", Key Engineering Materials, Vols. 385-387, pp. 857-860, 2008
Online since
July 2008
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: Bin Yang, Chung Tong Cheng, Li Fang Huang
Abstract:A 3D finite element model is used to investigate the state of load stress developed in concrete pavement with dowel bar under the effect of...
4075
Authors: Xiu Qin Cui, Hua Wei Zhao, Nan Zhao
Abstract:The numerical analysis method is applied to simulate the whole process of bending. Keeping the section dimensions and the types of loads...
174
Authors: Jian Wei Huang
Chapter 3: Engineering Technology
Abstract:To avoid the creep rupture of GFRP bar in RC members, not exceeding 20% design tensile strength (ffu)) is recommended as design limit for...
2037
Authors: Qing Ning Li, Huang Huang, Wei Shan Jiang
Chapter 1: Civil Engineering
Abstract:This article expounds the floor ends and sides joint constructions of prestressed concrete floor and prestressed concrete hollow floor with...
775