Entropy change research of concrete cracking evolution based on dissipative structure
Xiang, C.S.1,2; Mao, F.C.1; Cheng, J.S.1; Zhou, Y.1; Li, M.D.1; Wang, L.X.1
2017
会议名称24th Australasian Conference on the Mechanics of Structures and Materials, ACMSM 2016
会议录名称Mechanics of Structures and Materials: Advancements and Challenges - Proceedings of the 24th Australasian Conference on the Mechanics of Structures and Materials, ACMSM24 2016
页码1249-1254
会议日期December 6, 2016 - December 9, 2016
会议地点Perth, WA, Australia
出版者CRC Press/Balkem
摘要The energy distribution state of each stage of concrete cracking has been studied in this paper, which based on dissipative system characteristics, and combined information entropy theory with energy method. The entropy change function for different stage of crack stable and unstable growth is established. The element damage degree formula is deduced, which can be used to judge the stage of crack. Finally, the cracking process in a double span continuous beam is simulated by Midas/FEA to compare with other literature. The result suggests that the strain energy entropy function proposed is capable of well describing the evolution law of concrete cracking. © 2017 Taylor & Francis Group, London.
关键词Cracks Strain energy Combined informations Concrete cracking Continuous beams Cracking process Different stages Dissipative structure Dissipative systems Energy distributions
收录类别EI
语种英语
EI入藏号20174904497679
EI主题词Concretes
来源库Compendex
分类代码412 Concrete - 931.1 Mechanics
文献类型会议论文
条目标识符https://ir.lut.edu.cn/handle/2XXMBERH/118099
专题土木工程学院
作者单位1.School of Civil Engineering, Lanzhou University of Technology, Lanzhou; Gansu Province, China;
2.Northwest Center for Disaster Mitigation in Civil Engineering, Ministry of Education, Lanzhou; Gansu Province, China
第一作者单位土木工程学院
推荐引用方式
GB/T 7714
Xiang, C.S.,Mao, F.C.,Cheng, J.S.,et al. Entropy change research of concrete cracking evolution based on dissipative structure[C]:CRC Press/Balkem,2017:1249-1254.
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