Low-Temperature Fracture Toughness Study for Hot Mix Asphalt and Warm Mix Asphalt Under Pure Mode I and II Loading Condition

被引:11
作者
Akhtari, Mohammad Reza Pour Ebrahim [1 ]
Kordani, Ali Abdi [2 ]
Zarei, Mohammad [2 ]
机构
[1] Islamic Azad Univ Ahar, Dept Civil Engn, Tabriz 33780043, Iran
[2] Imam Khomeini Int Univ, Dept Civil Engn, Qazvin 33780021, Iran
关键词
Hot mix asphalt and warm mix asphalt; Sasobit; Fracture toughness; Low temperatures; RESISTANCE; BINDERS;
D O I
10.1007/s42947-021-00024-2
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A linear elastic fracture mechanics method is proposed to investigate the fracture behavior of hot mix asphalt and warm mix asphalt; this method was used in this study to calculated the fracture toughness of hot mix asphalt and warm mix asphalt containing 3% Sasobit at low temperatures (0, - 10, and - 20 & DEG;C) and two types of bitumen (60/70 and 85/100). A semi-circular specimen with an edged crack under three-point bending load mode was used to create different loading modes, including pure mode I and pure mode II, to test the fracture toughness. The critical stress intensity factor was calculated using the critical load obtained from the failure test. The shape factor was determined from finite element analysis. The results show that hot mix asphalt has a higher fracture toughness against crack growth than the warm mix asphalt containing Sasobit. In addition, the fracture toughness of asphalt mixture with a penetration grade of 85/100 against crack growth is more than that of the mixture with a penetration grade of 60/70. The minimum fracture toughness of hot mix asphalt and warm mix asphalt occurred in pure mode I loading condition.
引用
收藏
页码:320 / 332
页数:13
相关论文
共 35 条
[1]   The influence of natural and synthetic fibers on low temperature mixed mode I plus II fracture behavior of warm mix asphalt (WMA) materials [J].
Aliha, M. R. M. ;
Razmi, A. ;
Mansourian, A. .
ENGINEERING FRACTURE MECHANICS, 2017, 182 :322-336
[2]   Determination of mode III fracture toughness for different materials using a new designed test configuration [J].
Aliha, M. R. M. ;
Bahmani, A. ;
Akhondi, Sh. .
MATERIALS & DESIGN, 2015, 86 :863-871
[3]   Effect of temperature and air void on mixed mode fracture toughness of modified asphalt mixtures [J].
Aliha, M. R. M. ;
Fazaeli, H. ;
Aghajani, S. ;
Moghadas Nejad, Fereidoon .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 95 :545-555
[4]   Numerical analysis of a new mixed mode I/III fracture test specimen [J].
Aliha, M. R. M. ;
Bahmani, A. ;
Akhondi, Sh. .
ENGINEERING FRACTURE MECHANICS, 2015, 134 :95-110
[5]   Cracked asphalt pavement under traffic loading - A 3D finite element analysis [J].
Ameri, M. ;
Mansourian, A. ;
Khavas, M. Heidary ;
Aliha, M. R. M. ;
Ayatollahi, M. R. .
ENGINEERING FRACTURE MECHANICS, 2011, 78 (08) :1817-1826
[6]  
Anderson TL, 2005, FRACTURE MECH FUNDAM
[7]  
[Anonymous], 2016, D804416 ASTM ASTM IN
[8]   Wide range data for crack tip parameters in two disc-type specimens under mixed mode loading [J].
Ayatollahi, M. R. ;
Aliha, M. R. M. .
COMPUTATIONAL MATERIALS SCIENCE, 2007, 38 (04) :660-670
[9]   Evaluating the effect of carbon nanotubes (CNTs) and recycled glass powder (RGP) on the rheological and mechanical properties of bitumen and hot mix asphalt (HMA) [J].
Barati, Mohammad ;
Zarei, Mohammad ;
Zahedi, Mohsen ;
Akbarinia, Farzad .
ADVANCES IN MATERIALS AND PROCESSING TECHNOLOGIES, 2022, 8 (01) :755-773
[10]   Experimental Fracture Toughness Study for Some Modified Asphalt Mixtures [J].
Behbahani, Hamid ;
Aliha, Mohammad Reza Mohammad ;
Fazaeli, Hassan ;
Aghajani, Somayeh .
INNOVATION AND SUSTAINABLE TECHNOLOGY IN ROAD AND AIRFIELD PAVEMENT, 2013, 723 :337-344