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Finite element (FE) analysis of H-Beam – composite POSCO (P)-Box column joints with new inner diaphragms

 Finite element (FE) analysis of H-Beam – composite POSCO (P)-Box column joints with new inner diaphragms
Author(s): , ,
Presented at IABSE Congress: Resilient technologies for sustainable infrastructure, Christchurch, New Zealand, 3-5 February 2021, published in , pp. 1289-1296
DOI: 10.2749/christchurch.2021.1289
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This paper presents a numerical investigation of a H-beam – composite P-box column joint fabricated with two new inner diaphragms and a continuous inner diaphragm. The main objective of the current...
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Bibliographic Details

Author(s): (University of Sydney, Sydney, Australia)
(University of Sydney, Sydney, Australia)
(POSCO, South Korea)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Resilient technologies for sustainable infrastructure, Christchurch, New Zealand, 3-5 February 2021
Published in:
Page(s): 1289-1296 Total no. of pages: 8
Page(s): 1289-1296
Total no. of pages: 8
DOI: 10.2749/christchurch.2021.1289
Abstract:

This paper presents a numerical investigation of a H-beam – composite P-box column joint fabricated with two new inner diaphragms and a continuous inner diaphragm. The main objective of the current research is to investigate the structural performance of the newly developed inner diaphragms of POSCO under a cyclic loading. Hysteretic behaviour of the composite joints is analysed to investigate the structural performance of the new and continuous inner diaphragms. Furthermore, yield line behaviour of the new inner diaphragms is investigated to predict the failure mode under tensile load. To produce a design criterion for the newly developed inner diaphragms and continuous inner diaphragm, yielding or predicted failure area of the inner diaphragms under tensile stress is utilised from the FE results.

Keywords:
New inner diaphragms continuous inner diaphragm P-box section composite beam-column joint