Experimental study on the dynamic mechanical properties of concrete under freeze-thaw cycles

被引:23
作者
Han, Nv [1 ]
Tian, Wei [1 ]
机构
[1] Changan Univ, Sch Civil Engn, Xian 710061, Shaanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
concrete; dynamic compressive strength; dynamic damage; freeze-thaw cycle; strain rate; FROST-DAMAGED CONCRETE; HIGH-STRAIN RATES; RELATIVE-HUMIDITY; CT TECHNIQUE; FREE-WATER; BEHAVIOR; STRENGTH; FRACTURE; TENSION; RESISTANCE;
D O I
10.1002/suco.201700170
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study investigated the dynamic mechanical properties of concrete subjected to freeze-thaw cycles. Freeze-thaw cycle experiments were carried out using a freeze-thaw tester to vary the temperature from 20 +/- 2 degrees C to -20 +/- 2 degrees C, from 0 to 100cycles. Uniaxial compression tests were performed with a tested strain rate ranging from 1.0x10(-5)/s to 1.0x10(-2)/s using a servo-hydraulic testing machine. Dynamic compressive strengths were measured and the effects of freeze-thaw cycles and strain rates were investigated. The experimental results suggested that the dynamic compressive strength of specimens generally decreased as the number of freeze-thaw cycles increased, and the dynamic compressive strength was significantly affected by strain rates. The dynamic compressive strength of concrete and the dynamic increase factor both increased with increased strain rate. X-ray computed tomography scanning was used to study the strain-rate effects on internal structure damage in the specimens. Cracks propagated along two different paths, passing along the aggregate-mortar interfaces and passing through the aggregates along the failure surfaces.
引用
收藏
页码:1353 / 1362
页数:10
相关论文
共 38 条
[1]  
Abrams D.A., 1917, ASTM, V17, P364
[2]  
[Anonymous], 2003, C666C666M AM SOC TES
[3]   COMPRESSIVE BEHAVIOR OF CONCRETE AT HIGH-STRAIN RATES [J].
BISCHOFF, PH ;
PERRY, SH .
MATERIALS AND STRUCTURES, 1991, 24 (144) :425-450
[4]   Experimental characterization of concrete in dynamic tension [J].
Brara, A ;
Klepaczko, JR .
MECHANICS OF MATERIALS, 2006, 38 (03) :253-267
[5]  
Cadoni E, 2001, MATER STRUCT, V34, P21
[6]   Investigation of microstructural damage in shotcrete under a freeze-thaw environment [J].
Chen, Jianxun ;
Deng, Xianghui ;
Luo, Yanbin ;
He, Lianchao ;
Liu, Qin ;
Qiao, Xiong .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 83 :275-282
[7]   Examining the frost resistance of high performance concrete [J].
Hale, W. Micah ;
Freyne, Seamus F. ;
Russell, Bruce W. .
CONSTRUCTION AND BUILDING MATERIALS, 2009, 23 (02) :878-888
[8]   Experimental study of the material and bond properties of frost-damaged concrete [J].
Hanjari, Kamyab Zandi ;
Utgenannt, Peter ;
Lundgren, Karin .
CEMENT AND CONCRETE RESEARCH, 2011, 41 (03) :244-254
[9]   Stress-strain relationship of frost-damaged concrete subjected to fatigue loading [J].
Hasan, Muttaqin ;
Ueda, Tamon ;
Sato, Yasuhiko .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2008, 20 (01) :37-45
[10]   Mesoscopic damage model of concrete subjected to freeze-thaw cycles using mercury intrusion porosimetry and differential scanning calorimetry (MIP-DSC) [J].
Li, Ben ;
Mao, Jize ;
Nawa, Toyoharu ;
Han, Tianyi .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 147 :79-90