Advanced finite element modeling of bolted T-stub connection components

Swanson, James A.; Kokan, David; Leon, Roberto T.

doi:10.1016/s0143-974x(01)00098-0

Cited by 102 publications

(62 citation statements)

References 2 publications

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“…The material of European high strength bolts is modelled as described by [27], while for American bolts the assumptions given by [28] were considered.…”

Section: Modelling Assumptionsmentioning

confidence: 99%

Finite Element Analyses on Seismic Response of Partial Strength Extended Stiffened Joints

Tartaglia¹,

D’Aniello²,

Landolfo³

et al. 2017

Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COM

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“…The material of European high strength bolts is modelled as described by [27], while for American bolts the assumptions given by [28] were considered.…”

Section: Modelling Assumptionsmentioning

confidence: 99%

Finite Element Analyses on Seismic Response of Partial Strength Extended Stiffened Joints

Tartaglia¹,

D’Aniello²,

Landolfo³

et al. 2017

Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COM

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“…A piecewise linear stress-strain relationship is applied. Experimentally obtained bolt material properties found in the literature [3,4,12,15,16] have varying characteristics at yielding and varying ultimate strength ( f u = 910 ÷ 1160 kN/mm 2 ) and ultimate strain (ε u = 7 ÷ 14%). Shi et al [12] applied a trilinear stress-strain relationship, while Fan et al [3] and Coelho et al [15] applied multilinear characteristics with a more refined stress-strain characteristic around yielding.…”

Section: Materials Propertiesmentioning

confidence: 99%

Numerical Modelling of a Novel Joint System for Grid Shells with T Cross-sections

Gidófalvy

Katula

2017

Period. Polytech. Civil Eng.

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“…[9], [10], [11], [12], [13], [14] . 그러나 상･하부 스플릿 티 접 합부가 작은 춤의 보 부재로 구성된 중･저층의 강구조물에 적용되는 경우에는 기하학적 형상에 의하여 전단탭을 적용 하지 못하는 상황이 발생한다.…”

Section: 서 론unclassified

Development of Connection Details for a Double Split Tee Connection Without a Shear Tab

Yang¹,

Kim²

2016

Journal of Korean Society of Steel Construction

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-The double split tee connection, a type of beam-to-column moment connection, exhibits different behavioral characteristics according to changes in the thickness of the T-stub flange, the gauge distance of the high-strength bolt, and the number and diameter of high-strength bolts. In general, the double split tee connection is idealized and designed so that a T-stub fastened to the top and bottom supports a flexural moment, and a shear tab supports a shear force. However, if the double split tee connection is applied to low-and medium-rise steel structures, the size of the beam member becomes small, and thus the shear tab cannot be bolted to the web of a beam. In this regard, this study was conducted to propose connection details to ensure that the double split tee connection with a geometric shape can display sufficient shear resisting capacity. To this end, experiments were conducted using full-scale specimens for the double split tee connection. Keywords -Double split tee connection, Shear tab, Shear resisting capacity, Connection detail

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Advanced finite element modeling of bolted T-stub connection components

Cited by 102 publications

References 2 publications

Finite Element Analyses on Seismic Response of Partial Strength Extended Stiffened Joints

Finite Element Analyses on Seismic Response of Partial Strength Extended Stiffened Joints

Numerical Modelling of a Novel Joint System for Grid Shells with T Cross-sections

Development of Connection Details for a Double Split Tee Connection Without a Shear Tab

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