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Net section resistance of bolted S690 steel angles subjected to tension
Yam,Michael CH1,2; Ke,Ke3,4; Jiang,Binhui5; Lam,Angus CC6
2020-06-01
Source PublicationTHIN-WALLED STRUCTURES
ISSN0263-8231
Volume151Pages:106722
Abstract

Net section rupture is a common failure mode of bolted tension members. In particular, the net section capacity of tension angle is significantly affected by the effect of shear lag. This paper reports the tensile test results of twelve high strength steel angles and six normal steel angles of grade S690 and S275, respectively. The test parameters included steel grades, connection length (bolt number) and out-of-plane eccentricity. All the specimens were failed by net section rupture. Finite element (FE) analysis was used to simulate the structural behaviour of the test specimens and to further interpret the test results. The test and the numerical analysis results showed that the test efficiency of tension angles, which was defined by the ratio of the ultimate test load to the calculated net section resistance, was sensitive to the material ductility and the connection details (i.e. out-of-plane eccentricity and connection lengths). The effectiveness of the available design specifications for quantifying the net section resistance of S690 steel angles was evaluated. A design approach proposed by Yam and colleagues considering the influence of material mechanical characteristics and connection configurations was also revisited. It was found that the current design specifications produced inconsistent predictions of net section resistance of tension angles, whereas the method proposed by Yam and colleagues gave good predictions of net section resistance of bolted S690 steel angles.

KeywordDesign Method Experiment Finite Element Model High Strength Steel Net Section Resistance Shear Lag
DOI10.1016/j.tws.2020.106722
URLView the original
Indexed BySCIE
Language英語English
WOS Research AreaEngineering ; Mechanics
WOS SubjectEngineering, Civil ; Engineering, Mechanical ; Mechanics
WOS IDWOS:000531095300040
PublisherELSEVIER SCI LTD, THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND
Scopus ID2-s2.0-85082401736
Fulltext Access
FWCI2.1081545
Citation statistics
Document TypeJournal article
CollectionFaculty of Science and Technology
DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Corresponding AuthorKe,Ke
Affiliation1.Department of Building and Real Estate,The Hong Kong Polytechnic University,Hong Kong
2.Chinese National Engineering Research Centre for Steel Construction (Hong Kong Branch),The Hong Kong Polytechnic University,Hong Kong
3.Key Laboratory of New Technology for Construction of Cities in Mountain Area,School of Civil Engineering,Chongqing University,Chongqing,China
4.Hunan Provincial Key Laboratory for Damage Diagnosis of Engineering Structures,Hunan University,Changsha,China
5.School of Civil Engineering,Central South University,China
6.Department of Civil & Environmental Engineering,University of Macau,China
Recommended Citation
GB/T 7714
Yam,Michael CH,Ke,Ke,Jiang,Binhui,et al. Net section resistance of bolted S690 steel angles subjected to tension[J]. THIN-WALLED STRUCTURES,2020,151:106722.
APA Yam,Michael CH,Ke,Ke,Jiang,Binhui,&Lam,Angus CC.(2020).Net section resistance of bolted S690 steel angles subjected to tension.THIN-WALLED STRUCTURES,151,106722.
MLA Yam,Michael CH,et al."Net section resistance of bolted S690 steel angles subjected to tension".THIN-WALLED STRUCTURES 151(2020):106722.
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