EFFECT OF HIGH TEMPERATURE AND COOLING REGIMES ON THE COMPRESSIVE STRENGTH AND PORE PROPERTIES OF HIGH PERFORMANCE CONCRETE

By Sammy Chan, Xin Luo, Wei Sun. 2000

151 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, General Materials Science

View Paper: https://www.semanticscholar.org/paper/26af7beb837d0329e3a461e71635a327d243d435

Citations in the corpus

• Effect of elevated temperatures and cooling regimes on normal strength concrete (2009, unknown): “Thermal shock due to rapid cooling causes a bit more deterioration in strength than in the case of gradual cooling without thermal shock [2].”