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《Engineering Mechanics》 2011-S1
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RESEARCH ON CRACKING EVOLUTION OF CEMENT STABILIZED BASE COURSE DURING MAINTAINING PERIOD BASED ON ELASTIC-PLASTIC DAMAGE MECHANICS

CAO Peng,FENG De-cheng,TIAN Lin,JING Ru-xin(School of Science and Engineering on Transport Harbin Institute of Technology,Harbin 150090,China)  
Based on elastoplastic damage theory,the cracking evolution of a base course has been studied in the condition coupled thermal and shrinkage deformation effects,using the FEM software ABAQUS.The results indicated that: elastoplastic damage mechanics could simulate the production and evolution of cracking on the base course;the space between each cracking could also fit the data obtained from field performance;the shrinkage deformation accounted for the main reason inducing the base cracking,during the maintaining period.The research conclusion can provide a reasonable choice for the construction thickness and set rational separation for joints.At same time,a new user subroutine named UEXPSN(User subroutine to define incremental thermal strains) has been produced.Using this subroutine,shrinkage deformation can be imported in FE calculation.Based on this subroutine,a new research implement which can simulate shrinkage deformation is provided.
【Fund】: 交通部西部交通建设科技项目(19672016);; 学校博士学科点专项科研基金项目(20092302110053)
【CateGory Index】: U416.2
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