지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.21 No.1
- 발행연도
- 2016.1
- 수록면
- 137 - 156 (20page)
이용수
초록· 키워드
오류제보하기
Due to excellent advantages such as better illuminative effects, considerable material savings and ease and rapidness of construction, the bolted ball-cylinder joint which is a new type joint system has been proposed in space truss structures. In order to reveal more information and understanding on the behaviour of bolted ball-cylinder joints, full-scale experiments on eight bolted ball-cylinder joint specimens were conducted. Five joint specimens were subjected to axial compressive force, while another three joint specimens were subjected to axial tensile force. The parameters investigated herein were the outside diameter of hollow cylinders, the height of hollow cylinders, the thickness of hollow cylinders, ribbed stiffener and axial force. These joint specimens were collapsed by excessive deformation of hollow cylinders, punching damage of hollow cylinders, evulsion of bolts, and weld cracking. The strain distributions on the hollow cylinder opening were mainly controlled by bending moments. To improve the ultimate bearing capacity and axial stiffness of bolted ball-cylinder joints, two effective measures were developed: (1) the thickness of the hollow cylinder needed to be thicker; (2) the ribbed stiffener should be adopted. In addition, the axial stiffness of bolted ball-cylinder joints exhibited significant non-linear characteristics.
목차
등록된 정보가 없습니다.
참고문헌 (27)
참고문헌 신청
Cabrero, J.M. / 2007 / The semi-rigid behaviour of three-dimensional steel beam-to-column steel joints subjected to proportional loading. Part I. Experimental evaluation / J. Construct. Steel Res. 63(9):1241~1253
Cabrero, J.M. / 2007 / The semi-rigid behaviour of three-dimensional steel beam-to-column steel joints subjected to proportional loading. Part II: Theoretical model and validation / J. Construct. Steel Res. 63(9):1254~1267
Daniūnas, A. / 2008 / Analysis of the steel frames with the semi-rigid beam-to-beam and beam-to-column knee joints under bending and axial forces / Eng. Struct. 30(11):3114~3118
Ebadi, M. / 2012 / Evaluate Axial Stiffness of the MERO Connection, Under the Effect of Hardening the Screw / Int. J. Sci. Emerg. Technol. 4(1):116~122
Fan, F. / 2012 / Experimental study of semi-rigid joint systems subjected to bending with and without axial force / J. Construct. Steel Res. 68(1):126~137
Cabrero, J.M. / 2007 / The semi-rigid behaviour of three-dimensional steel beam-to-column steel joints subjected to proportional loading. Part II: Theoretical model and validation / J. Construct. Steel Res. 63(9):1254~1267
Daniūnas, A. / 2008 / Analysis of the steel frames with the semi-rigid beam-to-beam and beam-to-column knee joints under bending and axial forces / Eng. Struct. 30(11):3114~3118
Ebadi, M. / 2012 / Evaluate Axial Stiffness of the MERO Connection, Under the Effect of Hardening the Screw / Int. J. Sci. Emerg. Technol. 4(1):116~122
Fan, F. / 2012 / Experimental study of semi-rigid joint systems subjected to bending with and without axial force / J. Construct. Steel Res. 68(1):126~137
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