With using a numerical model proposed by the authors, numerical tests were performed to investigate the effects of thermally cracking process with considering the heterogeneity of material properties on the spalling in concrete exposed to a transient thermal load. The numerical results showed that the thermal cracking is the key factor causing the corner and surface spalling.
CITATION STYLE
Fu, Y., Li, L., Li, W., & Zhang, J. (2009). Numerical Tests of Spalling Delamination of Concrete at Elevated Temperatures. In Computational Structural Engineering (pp. 965–971). Springer Netherlands. https://doi.org/10.1007/978-90-481-2822-8_108
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