Effect of early-age freeze-thaw exposure on the mechanical performance of self-compacting repair mortars

被引:7
作者
Yalcinkaya, Caglar [1 ]
Yazici, Halit [1 ]
机构
[1] Dokuz Eylul Univ, Dept Civil Engn, TR-35160 Izmir, Turkey
关键词
concrete; fracture energy; freeze-thaw; mineral additive; steel fiber; REINFORCED-CONCRETE; MINERAL ADMIXTURES; FLY-ASH; DURABILITY; RESISTANCE; CORROSION; STRENGTH; GGBS;
D O I
10.1515/secm-2014-0006
中图分类号
TB33 [复合材料];
学科分类号
摘要
Self-compacting repair mortar (SCRM) is a functional material for repair or retrofit applications. Industrial byproducts, such as fly ash (FA) or ground granulated blast furnace slag (GGBFS), can be used to reduce cement dosage and to obtain an eco-friendly material. However, these waste materials may cause durability problems at early ages as a result of curing sensitivity. In this study, the effects of high-volume FA and GGBFS replacement on early-age freeze-thaw (F-T) resistance of SCRM with and without steel microfibers were investigated. The mechanical properties, including fracture energy, were determined after F-T cycles. The fresh state properties and volume stability of the hardened specimens were studied. The results demonstrated that prolonged curing is essential to avoid the loss in mechanical properties due to F-T exposure. SCRM containing high-volume byproducts seem vulnerable to the effect of F-T at early ages, and this negative effect cannot be overcome with steel microfibers.
引用
收藏
页码:335 / 344
页数:10
相关论文
共 26 条
[1]  
AFRANI I, 1994, CEMENT CONCRETE AGGR, V16, P132
[2]  
[Anonymous], 2004, C59601 ASTM
[3]  
[Anonymous], 2005, The European Guidelines for Self-Compacting Concrete Specification, Production and Use
[4]  
[Anonymous], 2002, ANN BOOK ASTM
[5]  
[Anonymous], 2002, C34897 ASTM
[6]   Properties of steel fiber reinforced fly ash concrete [J].
Atis, Cengiz Duran ;
Karahan, Okan .
CONSTRUCTION AND BUILDING MATERIALS, 2009, 23 (01) :392-399
[7]   A design consideration for durability of high-performance concrete [J].
Chang, PK ;
Peng, YN ;
Hwang, CL .
CEMENT & CONCRETE COMPOSITES, 2001, 23 (4-5) :375-380
[8]   Influence of GGBS on durability and corrosion behavior of reinforced concrete [J].
Cheng, A ;
Huang, R ;
Wu, JK ;
Chen, CH .
MATERIALS CHEMISTRY AND PHYSICS, 2005, 93 (2-3) :404-411
[9]   Durable fiber reinforced self-compacting concrete [J].
Corinaldesi, V ;
Moriconi, G .
CEMENT AND CONCRETE RESEARCH, 2004, 34 (02) :249-254
[10]   Effect of pozzolans on the performance of fiber-reinforced mortars [J].
de Gutiérrez, RM ;
Díaz, LN ;
Delvasto, S .
CEMENT & CONCRETE COMPOSITES, 2005, 27 (05) :593-598