Study on fracture behaviour of basalt fibre reinforced asphalt concrete with plastic coupled cohesive model and enhanced virtual crack closure technique model

Author:

Cao Peng1,Tang Changbing2,Liu Zai3,Shi Feiting4,Wang Ziyu5,Wang Xuhao6,Zhou Changjun7ORCID

Affiliation:

1. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, People’s Republic of China

2. Science and Technology on Reactor System Design Technology Laboratory, Nuclear Power Institute of China, Chengdu, People’s Republic of China

3. Academy of Aerospace Solid Propulsion Technology, Xi’an, People’s Republic of China

4. Civil Engineering Department, Yancheng Institute of Technology, Yancheng, People’s Republic of China

5. School of ecological environment, Hainan Tropical Ocean University, Sanya, People’s Republic of China

6. Highway School, Chang’an University, Xi’an, People’s Republic of China

7. School of Transportation & Logistics, Dalian University of Technology, Dalian, People’s Republic of China

Funder

National Natural Science Foundation of China

Key Research and Development Projects in Hainan Province

Natural Science Foundation of Qinghai Province of China

Beijing Institute of Structure and Environment Engineering Fund

Fundamental Research Funds for the Central Universities

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Reference55 articles.

1. Fracture resistance study for hot mix asphalt mixture under out of plane sliding mode

2. Laboratory Mixed-Mode Cracking of Asphalt Concrete Using the Single-Edge Notch Beam

3. Cao, P., 2009. Elastic-plastic damage models and user-defined material subroutine in ABAQUS software of concrete. M.S. thesis. Shenyang Univ. Tech. Shenyang, China.

4. Viscoelastoplastic Continuum Damage Model Application to Thermal Cracking of Asphalt Concrete

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