Numerical Study of Block Shear Strength of Coped Beams Bolted with Angles/Tee-Section

UM > Faculty of Science and Technology > DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING

Status	已發表Published
	Numerical Study of Block Shear Strength of Coped Beams Bolted with Angles/Tee-Section
	Seak, KS; Lam, C. C.; Yam, MCHY
	2012-12-01
Source Publication	From Materials to Structures: Advancement through Innovation
Pages	853-858
Publication Place	Great Britain
Publisher	CRC Press/Balkema
Abstract	To analyse the complex block shear behaviour of coped beams with a bolted connection, a numerical study of the block shear strength of coped beams was carried out. In this paper, the finite element analysis (FEA) was carried out and the results were compared with the experimental data in Yam et al. (2011). Seven full-scale coped beam test results were employed to examine the effect of different connection specimens, including double clip angles, tee-sections and a single angle. In the models, the bolted connections were simulated by linear spring elements and the block shear failure was represented by removing elements on the corresponding areas observed in the test. High stresses accumulated between the bottom bolt hole and the beam edge and tension fracture was induced at the ultimate load. The criterion for the tension fracture was determined by the maximum principal stress at the edge of the bottom bolt hole, which was comparable with the true fracture stress of the beam web.
Keyword	block shear coped beam fracture FE analysis
Language	英語English
The Source to Article	PB_Publication
PUB ID	10377
Document Type	Conference paper
Collection	DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Corresponding Author	Lam, C. C.
Recommended Citation GB/T 7714	Seak, KS,Lam, C. C.,Yam, MCHY. Numerical Study of Block Shear Strength of Coped Beams Bolted with Angles/Tee-Section[C], Great Britain:CRC Press/Balkema, 2012, 853-858.
APA	Seak, KS., Lam, C. C.., & Yam, MCHY (2012). Numerical Study of Block Shear Strength of Coped Beams Bolted with Angles/Tee-Section. From Materials to Structures: Advancement through Innovation, 853-858.

Files in This Item:
There are no files associated with this item.

If you have any objections to this item, please fill out the form below and the administrator will contact you as soon as possible.
Content:
Email：	*
Affiliation No.
Verification Code:	Refresh

Any comments and suggestions are welcomed.
Title:	*
Content:
Email：	*
Verification Code:	Refresh