Fuzzy logic model for the prediction of bond strength of high-strength lightweight concrete

被引:44
作者
Tanyildizi, Harun [1 ]
机构
[1] Firat Univ Elazig, Dept Construct Educ, Elazig, Turkey
关键词
Bond strength; Lightweight concrete; Curing conditions; Fuzzy logic; DIFFERENT CURING CONDITIONS; COMPRESSIVE STRENGTH; MECHANICAL-PROPERTIES; FLEXURAL BEHAVIOR; TRANSITION ZONE; SILICA FUME; AGGREGATE; REINFORCEMENT;
D O I
10.1016/j.advengsoft.2007.05.013
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this study, a fuzzy logic prediction model for the bond strength of lightweight concrete containing mineral admixtures under different curing conditions was devised. A control concrete mixture containing only Portland cement, another mixture having fly ash replacing 15% by mass of cement, and a third mixture having silica fume replacing 10% by mass of cement are produced, and all specimens from these three mixtures are cured in three different conditions, which are: (1) in water tank of 20 +/- 2 degrees C, (2) sealed in plastic bags in the laboratory, and (3) in air in the laboratory. At the end of each curing period, three specimens out of each concrete combination and curing condition were tested for compressive and bond strengths, and the average of three values were taken. The results obtained from the fuzzy logic prediction model were compared with the average results of the experiments, and they were found to be remarkably close to each other. The results show that the fuzzy logic can be used to predict bond strength of lightweight concrete. (C) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:161 / 169
页数:9
相关论文
共 36 条
[1]   The use of GA-ANNs in the modelling of compressive strength of cement mortar [J].
Akkurt, S ;
Ozdemir, S ;
Tayfur, G ;
Akyol, B .
CEMENT AND CONCRETE RESEARCH, 2003, 33 (07) :973-979
[2]   Effect of initial curing on early strength and physical properties of a lightweight concrete [J].
Al-Khaiat, H ;
Haque, MN .
CEMENT AND CONCRETE RESEARCH, 1998, 28 (06) :859-866
[3]  
Anderson DA, 1981, ACI J, P116
[4]   Wet and dry cured compressive strength of concrete containing ground granulated blast-furnace slag [J].
Atis, Cengiz Duran ;
Bilim, Cahit .
BUILDING AND ENVIRONMENT, 2007, 42 (08) :3060-3065
[5]   Behaviour of lightweight expanded polystyrene concrete containing silica fume [J].
Babu, KG ;
Babu, DS .
CEMENT AND CONCRETE RESEARCH, 2003, 33 (05) :755-762
[6]  
Bilodeau A, 2000, ACI MATER J, V97, P41
[7]   THE ROLE OF SILICA FUME IN MORTAR - TRANSITION ZONE VERSUS BULK PASTE MODIFICATION [J].
COHEN, MD ;
GOLDMAN, A ;
CHEN, WF .
CEMENT AND CONCRETE RESEARCH, 1994, 24 (01) :95-98
[8]   A new way of prediction elastic modulus of normal and high strength concrete - fuzzy logic [J].
Demir, F .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (08) :1531-1538
[9]  
Dolby PG., 1995, INT S STRUCT LIGHTW, P326
[10]   Effects of thaumasite on bond strength of reinforcement in concrete [J].
Gorst, NJS ;
Clark, LA .
CEMENT & CONCRETE COMPOSITES, 2003, 25 (08) :1089-1094