KIc and KIIc measurement for hot mix asphalt mixtures at low temperature: Experimental and theoretical study using the semicircular bend specimen with different thicknesses

被引:43
作者
Xiongzhou, Yuan [1 ]
Yuze, Tian [2 ]
Qinglin, Liu [1 ]
Song, Liu [1 ,2 ]
Qianwen, Dou [1 ,2 ]
Aliha, M. R. M. [3 ]
机构
[1] Shenzhen Inst Informat Technol, Sch Traff & Environm, Shenzhen 518172, Peoples R China
[2] Univ Sci & Technol Liaoning, Sch Civil Engn, Anshan 114051, Peoples R China
[3] Iran Univ Sci & Technol IUST, Sch Ind Engn, Welding & Joining Res Ctr, Tehran 1684613114, Iran
基金
中国国家自然科学基金;
关键词
asphalt mixture; fracture toughness ratio prediction; K-Ic and K-IIc value; low temperature; symmetric and asymmetric SCB specimens; thickness effect; ROLLER-COMPACTED CONCRETE; MODE FRACTURE-TOUGHNESS; BRAZILIAN DISC SPECIMEN; BRITTLE-FRACTURE; ENDB SPECIMEN; ENERGY; RESISTANCE; I/II; BEAM; ROCK;
D O I
10.1111/ffe.13398
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Pure mode I and mode II fracture toughness of asphalt mixture was investigated both experimentally and theoretically using vertical edge crack semicircular bend (SCB) specimen with symmetric and asymmetric bottom loading spans. The thickness of SCB specimen was considered in the range from 30 to 70 mm, and the fracture toughness tests were performed at three subzero temperatures (-5 degrees C, -15 degrees C and -25 degrees C). The results showed that K-Ic and K-IIc are increased by reducing the test temperature. The thickness had no sound effect on the fracture toughness, but the thickness of 50 mm was more suitable for fracture study on this material. The fracture load of mode II specimen was significantly greater than the mode I fracture load at the same testing condition. The fracture toughness ratio (K-IIc/K-Ic) that varies in the range between 1 and 1.4 was predicted theoretically using three well-known stress/strain-based fracture criteria.
引用
收藏
页码:832 / 846
页数:15
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