THE TYPES OF LIMITATIONS ON CARBONIZATION INTENSITY IN CONCRETE

被引：0
|
作者：
Novichkov, P., I [1 ]
机构：
[1] Mordvinian State Univ, Dept Bldg Struct, Saransk, Russia
来源：
SCIENTIFIC HERALD OF THE VORONEZH STATE UNIVERSITY OF ARCHITECTURE & CIVIL ENGINEERING CONSTRUCTION & ARCHITECTURE | 2010年 / 03期
关键词：
concrete; differential and integral porosity; carbonization; diffusion; effusion;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Problem statement. Taking into consideration the effect of moisture conditions of concrete by introducing empirical coefficients which are not justified theoretically and experimentally does not provide physical understanding of the influence of concrete structure and its moisture conditions. Results and conclusions. It is suggested to differentiate the inflow of the gas mixture to concrete into effusion and diffusion components with respect to the diameter of capillaries. The expressions for estimation of their contribution to the general flow depending on moisture content are given.
引用
收藏
页码：29 / 37
页数：9
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