Influence of in-situ pore pressures and temperatures on spalling of reinforced concrete walls subjected to hydrocarbon fire
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Guerrieri, Maurice and Fragomeni, Sam (2012) Influence of in-situ pore pressures and temperatures on spalling of reinforced concrete walls subjected to hydrocarbon fire. In: From materials to structures: Advancement through innovation. Samali, Bijan, Attard, Mario M and Song, Chongmin, eds. CRC Press, Hoboken, New Jersey, pp. 543-548.
Abstract
Concrete spalling due to fire exposure results mainly from two processes: a 'thermo-mechanical' process due to high thermal gradients, and a 'thero-hydral' process due to the build-up of pore water pressure. This paper deals with the combination of both those processes. Large scale reinforced concrete walls were tested under hydrocarbon fire conditions to investigate concrete spalling... Paper presented at the 22nd Australasian Conference on the Mechanics of Structures and Materials (ACMSM22) held in Sydney Australia, from 11-14 December 2012
| Item type | Book Section |
| URI | https://vuir.vu.edu.au/id/eprint/22108 |
| ISBN | 9780415633185 (print), 9780203520017 (ebook) |
| Subjects | Historical > FOR Classification > 0905 Civil Engineering Historical > SEO Classification > 8702 Construction Design Historical > Faculty/School/Research Centre/Department > Centre for Environmental Safety and Risk Engineering (CESARE) Current > Division/Research > College of Science and Engineering |
| Keywords | ResPubID26034, strength of materials, structural analysis, concrete, fire, splitting, cracks, flexural cracking, spalls, pores, water pressure |
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