Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/27013
Title: An investigation of the block shear strength of coped beams with a welded clip angle connection - Part I : experimental study
Authors: Yam, MCH 
Zhong, YC
Lam, ACC
Iu, VP
Keywords: Block shear tests
Coped beams
Local web buckling
Tension fracture
Welded clip angles
Issue Date: 2007
Publisher: Elsevier
Source: Journal of constructional steel research, 2007, v. 63, no. 1, p. 96-115 How to cite?
Journal: Journal of constructional steel research 
Abstract: The ends of a coped beam are commonly connected to the web of a girder by double clip angles. The clip angles may either be bolted or welded to the web of the beam. One of the potential modes for the failure of the clip angle connection is the block shear of the beam web material. To investigate the strength and the behavior of the block shear of coped beams with welded end connections, ten full-scale coped beam tests were conducted. The test parameters included the aspect ratio of the clip angles, the web shear and tension area around the clip angles, the web thickness, beam section depth, cope length, and connection position. The test results indicated that the specimens failed, developing either tension fractures of the web near the bottom of the clip angles or local web buckling near the end of the cope. Although the final failure mode of the six specimens was local web buckling, it was observed during the tests that these specimens exhibited a significant deformation of the block shear type prior to reaching their final failure mode. No shear fracture was observed in all of the tests. A comparison between the ultimate loads in the test and the predictions using the current design equations indicates that the current design standards such as the AISC-LRFD, CSA-S16-01, Eurocode 3, BS5950-1:2000, AIJ and GB50017, are inconsistent in predicting the block shear strength of coped beams with welded end connections. The analytical study of the strength of the test specimens using the finite element method, a parametric study, and a proposed design model for designing block shears for coped beams with welded clip angles are included in a companion paper.
URI: http://hdl.handle.net/10397/27013
ISSN: 0143-974X
EISSN: 1873-5983
DOI: 10.1016/j.jcsr.2006.03.011
Appears in Collections:Journal/Magazine Article

Access
View full-text via PolyU eLinks SFX Query
Show full item record

SCOPUSTM   
Citations

12
Last Week
0
Last month
0
Citations as of Aug 17, 2017

WEB OF SCIENCETM
Citations

7
Last Week
0
Last month
0
Citations as of Aug 21, 2017

Page view(s)

39
Last Week
2
Last month
Checked on Aug 21, 2017

Google ScholarTM

Check

Altmetric



Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.