Performance assessment of structural joints against
progressive collapse in precast concrete structures
progressive collapse in precast concrete structures
File(s) fib_Full_Paper.pdf (663.78 KB)
Accepted version
Author(s)
Akbari, Sepideh
Vollum, Robert
Izzuddin, Bassam
Type
Conference Paper
Abstract
Adoption of precast concrete building systems is increasing, primarily due to reduced on-site construction times and enhanced quality control. However, inherent discontinuity at the joints of precast structures makes achievement of robustness challenging following sudden column loss. The paper uses a component-based NLFEA approach to investigate the effect of joint detailing on the robustness of a previously tested full scale precast concrete building. The analysis shows that flexure was the principal load resisting mechanism following various sudden column removal scenarios. Detailed parametric investigations show that the global structural response is significantly influenced by choices made in the modelling of the beam-column joints.
Date Issued
2025-06-16
Date Acceptance
2025-05-19
Citation
Concrete structures: extend lifetime, limit impacts, 2025
ISSN
2617-4820
Publisher
fib International
Journal / Book Title
Concrete structures: extend lifetime, limit impacts
Copyright Statement
© 2025 The Author(s) published by fib International.
Source
2025 fib International Symposium
Publication Status
Published
Start Date
2025-06-16
Finish Date
2025-06-18
Coverage Spatial
Antibes, France
