Concrete spalling: Interaction between tensile behaviour and pore pressure during heating

被引：7

作者：

Felicetti, Roberto ^{[1
]}

Lo Monte, Francesco ^{[1
]}

机构：

[1] Politecn Milan, I-20133 Milan, Italy

来源：

CONCRETE SPALLING DUE TO FIRE EXPOSURE: PROCEEDINGS OF THE 3RD INTERNATIONAL WORKSHOP | 2013年 / 6卷

关键词：

HIGH-TEMPERATURE; PREDICTION; MODEL;

D O I：

10.1051/matecconf/20130603001

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Explosive spalling is generally considered to be caused by concrete fracturing due to the interaction of (a) the pore pressure induced by moisture transport and vaporization and (b) the stress induced by thermal gradients and external loads. In order to investigate the first point, a special setup has been designed and an experimental campaign has been recently launched at the Politecnico di Milano, regarding ten different concrete mixes, characterized by different compressive strength, aggregate and fiber types.

引用

页数：9

共 15 条

[1]

[Anonymous], 2007, fib bulletin 40

[2]

[Anonymous], 2004, 1992122004 EN

[3] High-Temperature Behaviour of Concrete in Tension [J].