Drying induced moisture losses from mortar to the environment. part I: experimental research

被引:27
作者
Azenha, M.
Maekawa, K.
Ishida, T.
Faria, R.
机构
[1] Univ Porto, Fac Engn, Dept Civil Engn, P-4200465 Oporto, Portugal
[2] Univ Tokyo, Sch Engn, Tokyo, Japan
关键词
cement; moisture; evaporation; evaporative cooling; experimental campaign;
D O I
10.1617/s11527-007-9244-y
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Moisture conditions in the pore structure of hardening cementitious materials are known to have determinant influence on the onset and continuance of hydration reactions. Moisture loss from regions near exposed surfaces may jeopardize the quality of concrete cover in terms of both mechanical and durability issues. In addition, drying shrinkage, a phenomenon directly related to a moisture loss to the environment, is known to be responsible for several surface cracks that impair durability performance and pose aesthetical problems. Furthermore, evaporative cooling that occurs in concrete surfaces in the first minutes just after form work removal may cause thermal cracking. For the above mentioned reasons, it is important to assess the mechanisms of moisture losses from cement-based materials to the environment, in order to rationally establish curing criteria. This paper describes an experimental campaign conducted with the purpose of better understanding the effect of various environmental conditions on the referred moisture interactions, accounting for influences such as the environmental temperature, the relative humidity (RH), the wind speed and direction, as well as the duration of curing. Numerical simulations with comparisons against test data, as well as some sensitivity analyses, are relegated to the companion paper that follows in this issue.
引用
收藏
页码:801 / 811
页数:11
相关论文
共 14 条
[1]   Rapid evaporation from freshly cast concrete and the Gulf environment [J].
Al-Fadhala, M ;
Hover, KC .
CONSTRUCTION AND BUILDING MATERIALS, 2001, 15 (01) :1-7
[2]  
[Anonymous], GUID CUR CONCR
[3]  
BORIES A, 1990, CONVECTIVE HEAT MASS
[4]  
Hillel D., 1998, ENV SOIL PHYS, P771
[5]  
KEEY RB, 1972, DRYING PRINCIPLES PR, P358
[6]  
Kovler K, 1995, CONCRETE INT, V17, P65
[7]  
NEVILLE A, 1988, PROPERTIES CONCRETE, V21, P192
[8]  
Patel R., 1988, MATER STRUCT, V21, P192, DOI DOI 10.1007/BF02473055
[9]   Moisture transport in initially fully saturated concrete during drying [J].
Selih, J ;
Sousa, ACM ;
Bremner, TW .
TRANSPORT IN POROUS MEDIA, 1996, 24 (01) :81-106
[10]   Drying of saturated lightweight concrete: an experimental investigation [J].
Selih, J ;
Bremmer, TW .
MATERIALS AND STRUCTURES, 1996, 29 (191) :401-405