Bending and rotational behaviour of semi-continuous
composite beams

doi:10.1007/s11709-008-0015-9

Frontiers of Architecture and Civil Engineering in China - Selected Publications from Chinese Universities

2008, Vol. 2

Issue (2): 116-122 https://doi.org/10.1007/s11709-008-0015-9

本期目录

Bending and rotational behaviour of semi-continuous composite beams

WANG Jingfeng¹, LI Guoqiang²

1.School of Civil Engineering, Hefei University of Technology; 2.School of Civil Engineering, Tongji University

全文: PDF(378 KB) HTML

Abstract：Stresses and deflections were measured in various semi-continuous composite beams. The bending and rotational capacities of the composite connections were measured in terms of beam curvatures and deflections by using two full-scale semi-rigid composite frames with monotonic loadings. The effect of semi-rigid connections on the performance of composite beams with various loadings was compared with predictions and codes. The tests show that the semi-continuous composite beams are more economic and effective than the simple or continuous composite beams. The semi-rigid connections affect the bending capacities and beam deflections, so the connection behavior should be considered in the design of composite beams. Yielding analysis of the steel beam bottom flange has some influence on the deflection calculation of composite beams.

出版日期: 2008-06-05

引用本文:

. Bending and rotational behaviour of semi-continuous composite beams[J]. Frontiers of Architecture and Civil Engineering in China - Selected Publications from Chinese Universities, 2008, 2(2): 116-122.
WANG Jingfeng, LI Guoqiang. Bending and rotational behaviour of semi-continuous composite beams. Front. Struct. Civ. Eng., 2008, 2(2): 116-122.

链接本文:

https://academic.hep.com.cn/fsce/CN/10.1007/s11709-008-0015-9
https://academic.hep.com.cn/fsce/CN/Y2008/V2/I2/116

1	Nie Janguo Experiment Theory and Application of Steel-Concrete Composite BeamsBeijingSciencePress 2005 (in Chinese)
	Nie Janguo. Experiment Theory and Application of Steel-Concrete Composite Beams. Beijing, SciencePress, 2005(in Chinese)
	Nie Janguo. Experiment Theory and Application of Steel-Concrete Composite Beams. Beijing, SciencePress, 2005(in Chinese)
2	Wang Jingfeng The practical design approach of semi-rigidly connected compositeframes under vertical loads. Dissertation for the Doctoral Degree.ShanghaiTongjiUniversity 2005 (in Chinese)
	Wang Jingfeng. The practical design approach of semi-rigidly connected compositeframes under vertical loads. Dissertation for the Doctoral Degree.. Shanghai, TongjiUniversity, 2005(in Chinese)
	Wang Jingfeng. The practical design approach of semi-rigidly connected compositeframes under vertical loads. Dissertation for the Doctoral Degree.. Shanghai, TongjiUniversity, 2005(in Chinese)
3	Johnson R P Anderson D Designer's Handbook Eurocode4: Design of Composite Steel and Concrete StructuresLondonBritish Standards Institution 1994
	Johnson R P, Anderson D. Designer's Handbook Eurocode4: Design of Composite Steel and Concrete Structures. London, British Standards Institution, 1994
	Johnson R P, Anderson D. Designer's Handbook Eurocode4: Design of Composite Steel and Concrete Structures. London, British Standards Institution, 1994
4	BSI, BS5950 Structural Use of Steelwork in Building.Part 1: Code of Practice for Design of Simple and Continuous Construction.LondonBritishStandards Institution 2000
	BSI, BS5950 Structural Use of Steelwork in Building.Part 1: Code of Practice for Design of Simple and Continuous Construction.. London, BritishStandards Institution, 2000
	BSI, BS5950 Structural Use of Steelwork in Building.Part 1: Code of Practice for Design of Simple and Continuous Construction.. London, BritishStandards Institution, 2000
5	CEN, Eurocode 4 Design of Composite Steel and ConcreteStructures. Part 1.1: General Rules and Rules for Buildings. ENV 1994-1-1.BrusselsEuropeanCommittee for Standardization 1993
	CEN, Eurocode 4 Design of Composite Steel and ConcreteStructures. Part 1.1: General Rules and Rules for Buildings. ENV 1994-1-1.. Brussels, EuropeanCommittee for Standardization, 1993
	CEN, Eurocode 4 Design of Composite Steel and ConcreteStructures. Part 1.1: General Rules and Rules for Buildings. ENV 1994-1-1.. Brussels, EuropeanCommittee for Standardization, 1993
6	GB50017 Code for Design of Steel StructuresBeijingChinaConstruction Industry Press 2003 (in Chinese)
	GB50017 Code for Design of Steel Structures. Beijing, ChinaConstruction Industry Press, 2003(in Chinese)
	GB50017 Code for Design of Steel Structures. Beijing, ChinaConstruction Industry Press, 2003(in Chinese)
7	Kishi N Chen W F Moment-rotation relation ofsemi-rigid connections with anglesJournalof Structural Engineering, ASCE 1990 116(7)18131834. doi:10.1061/(ASCE)0733‐9445(1990)116:7(1813)
	Kishi N, Chen W F. Moment-rotation relation ofsemi-rigid connections with angles. Journalof Structural Engineering, ASCE.1990, 116(7):1813-1834 doi: 10.1061/(ASCE)0733‐9445(1990)116:7(1813)
	Kishi N, Chen W F. Moment-rotation relation ofsemi-rigid connections with angles. Journalof Structural Engineering, ASCE.1990, 116(7):1813-1834 doi: 10.1061/(ASCE)0733‐9445(1990)116:7(1813)
8	Hensman J S Nethercot D A Numerical study of unbracedcomposite frames: generation of data to validate use of the wind momentmethod of designJ Construct Steel Res 2001 57(7)791809. doi:10.1016/S0143‐974X(01)00008‐6
	Hensman J S, Nethercot D A. Numerical study of unbracedcomposite frames: generation of data to validate use of the wind momentmethod of design. J Construct Steel Res.2001, 57(7):791-809 doi: 10.1016/S0143‐974X(01)00008‐6
	Hensman J S, Nethercot D A. Numerical study of unbracedcomposite frames: generation of data to validate use of the wind momentmethod of design. J Construct Steel Res.2001, 57(7):791-809 doi: 10.1016/S0143‐974X(01)00008‐6
9	Guo Bing Seismic design of beam-column end-plate connections for steel framesChina Civil Engineering Journal 2004 37(11)2832 (in Chinese)
	Guo Bing. Seismic design of beam-column end-plate connections for steel frames. China Civil Engineering Journal.2004, 37(11):28-32(in Chinese)
	Guo Bing. Seismic design of beam-column end-plate connections for steel frames. China Civil Engineering Journal.2004, 37(11):28-32(in Chinese)
10	Shi Gang Shi Yongjiu Wang Yuanqing et al.Experimental study of semi-rigid end-plate connectionsin multi-story steel framesJ Tsinghua University 2003 44(3)391394 (in Chinese)
	Shi Gang, Shi Yongjiu, Wang Yuanqing, et al. Experimental study of semi-rigid end-plate connectionsin multi-story steel frames. J Tsinghua University.2003, 44(3):391-394(in Chinese)
	Shi Gang, Shi Yongjiu, Wang Yuanqing, et al. Experimental study of semi-rigid end-plate connectionsin multi-story steel frames. J Tsinghua University.2003, 44(3):391-394(in Chinese)
11	Li T Q Choo B S Nethercot D A Moment curvature relations for steel and composite beamsSteel Structures Journal of Singapore StructuralSteel Society 1993 4(1)3551
	Li T Q, Choo B S, Nethercot D A. Moment curvature relations for steel and composite beams. Steel Structures Journal of Singapore StructuralSteel Society.1993, 4(1):35-51
	Li T Q, Choo B S, Nethercot D A. Moment curvature relations for steel and composite beams. Steel Structures Journal of Singapore StructuralSteel Society.1993, 4(1):35-51
12	JGJ82-91 Specification for Design, Constructionand Inspection of High Strength Bolted Connections in Steel StructuresBeijingChinaConstruction Industry Press 1992 (in Chinese)
	JGJ82-91 Specification for Design, Constructionand Inspection of High Strength Bolted Connections in Steel Structures. Beijing, ChinaConstruction Industry Press, 1992(in Chinese)
	JGJ82-91 Specification for Design, Constructionand Inspection of High Strength Bolted Connections in Steel Structures. Beijing, ChinaConstruction Industry Press, 1992(in Chinese)

Viewed

Full text

Abstract

Cited

Shared

Discussed