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  1. Frontiers of Architecture and Civil Engineering in China
  2. Frontiers of Architecture and Civil Engineering in China : Volume 7
  3. Frontiers of Architecture and Civil Engineering in China : Volume 7, Issue 3, September 2013
  4. Modeling of semi-rigid beam-to-column steel joints under extreme loading
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Frontiers of Architecture and Civil Engineering in China : Volume 11
Frontiers of Architecture and Civil Engineering in China : Volume 10
Frontiers of Architecture and Civil Engineering in China : Volume 9
Frontiers of Architecture and Civil Engineering in China : Volume 8
Frontiers of Architecture and Civil Engineering in China : Volume 7
Frontiers of Architecture and Civil Engineering in China : Volume 7, Issue 4, December 2013
Frontiers of Architecture and Civil Engineering in China : Volume 7, Issue 3, September 2013
Research on recycled concrete and its utilization in building structures in China
Civil and structural engineering applications, recent trends, research and developments on pultruded fiber reinforced polymer closed sections: a review
Modeling of semi-rigid beam-to-column steel joints under extreme loading
H $_{∞}$ control in the frequency domain for a semi-active floor isolation system
Inverse Gaussian process-based corrosion growth modeling and its application in the reliability analysis for energy pipelines
High-order moment methods for LRFD including random variables with unknown probability distributions
Performance study on T-stub connected semi-rigid joint between rectangular tubular columns and H-shaped steel beams
Two-scale modeling of granular materials: A FEM-FEM approach
Calculation methods of the crack width and deformation for concrete beams with high-strength steel bars
Numerical simulation of multi-body floating piers to investigate pontoon stability
Evaluation of potential failure of rock slope at the left abutment of Jinsha River Bridge by model test and numerical method
Frontiers of Architecture and Civil Engineering in China : Volume 7, Issue 2, June 2013
Frontiers of Architecture and Civil Engineering in China : Volume 7, Issue 1, March 2013
Frontiers of Architecture and Civil Engineering in China : Volume 6
Frontiers of Architecture and Civil Engineering in China : Volume 5
Frontiers of Architecture and Civil Engineering in China : Volume 4
Frontiers of Architecture and Civil Engineering in China : Volume 3
Frontiers of Architecture and Civil Engineering in China : Volume 2
Frontiers of Architecture and Civil Engineering in China : Volume 1

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Modeling of semi-rigid beam-to-column steel joints under extreme loading

Content Provider Springer Nature Link
Author Fang, C. Izzuddin, B. A. Elghazouli, A. Y. Nethercot, D. A.
Copyright Year 2013
Abstract Joints play an important role in providing ductility for steel-composite structures subject to extreme loading conditions, such as blast, fire and impact. Due to sound energy dissipation capability and fabrication efficiency, semi-rigid joints have increasingly received attention during the last decade. This paper presents a component approach for modeling semi-rigid beam-to-column joints based on Eurocode3, where the post-elastic response, including component strain hardening and ultimate rotational capacity, is also considered. Failure criteria are defined based on the ultimate deformation capacity of components and bolt-rows. The model enables a direct integration of joint response into global frame models with the consideration of axial deformability, such that the interaction between bending moment and axial force within the joints can be realistically captured. In addition, elevated temperature can be considered in the joint model via the degradation of the component response. Through comparisons with available test data, the joint model is shown to have good accuracy, and the failure criteria are found to be reliable yet conservative. The strain hardening response of components is shown to have significant influence on the ultimate bending capacity of the joints, while neglecting it usually leads to a conservative prediction.
Starting Page 245
Ending Page 263
Page Count 19
File Format PDF
ISSN 20952430
Journal Frontiers of Architecture and Civil Engineering in China
Volume Number 7
Issue Number 3
e-ISSN 20952449
Language English
Publisher Springer Berlin Heidelberg
Publisher Date 2013-08-02
Publisher Institution Chinese Universities
Publisher Place Berlin, Heidelberg
Access Restriction One Nation One Subscription (ONOS)
Subject Keyword semi-rigid joint component method ductility elevated temperature Civil Engineering Cities, Countries, Regions
Content Type Text
Resource Type Article
Subject Architecture Civil and Structural Engineering
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