Numerical Analysis on Tensile Properties of Grout-filled Splice Sleeve Rebars under ISO 834 Standard Fire

Yong Jun Liu; Chao Li; When Jun Zhou

doi:10.1051/e3sconf/20183803036

All issues

Volume 38 (2018)

E3S Web Conf., 38 (2018) 03036

References

Open Access

Issue		E3S Web Conf. Volume 38, 2018 2018 4^th International Conference on Energy Materials and Environment Engineering (ICEMEE 2018)


Article Number		03036
Number of page(s)		5
Section		Water Conservancy and Civil Engineering
DOI		https://doi.org/10.1051/e3sconf/20183803036
Published online		04 June 2018

Haber Z B, Saiidi M S, Sanders D H. Seismic performance of precast columns with mechanically spliced column-footing connections[J]. ACI Structural Journal, 2014, 111(3): 639-650. [CrossRef] [Google Scholar]
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[1] Haber Z B, Saiidi M S, Sanders D H. Seismic performance of precast columns with mechanically spliced column-footing connections[J]. ACI Structural Journal, 2014, 111(3): 639-650. [CrossRef] [Google Scholar]

[2] Belleri A, Riva P. Seismic performance and retrofit of precast concrete grouted sleeve connections[J]. PCI Journal, 2012, 57(4): 97-109. [CrossRef] [Google Scholar]

[3] Liu Yongjun, Li Hongnan.Review and prospect of the study on behavior of structures in fire conditions[J]. Journal of Disaster Prevention and Mitigation Engineering, 2004, 24(2): 219-226. [Google Scholar]

[4] Huang Z, Andrew P. Nonlinear finite element analysis of planar reinforced concrete members subjected to fires[J]. ACI Structural Journal, 1997, 94(3): 272-282. [Google Scholar]

[5] Mohamad J T. Numerical modeling of the behavior of concrete structures in fire[J]. ACI Structural Journal, 1998, 95(2): 183-193. [Google Scholar]

[6] Tom Lennon, David Moore.The natural fire safety concept - full-scale tests at Cardington[J]. Fire Safety Journal, 2003, 38(7): 623-643. [CrossRef] [Google Scholar]

[7] International Organization for Standardization. ISO 834, fire resistance tests elements of building construction[S]. Geneve, 1999. [Google Scholar]