混凝土疲劳分析模型的研究进展

IF 2.2 4区 工程技术 Q2 ENGINEERING, MULTIDISCIPLINARY
Xiaoli Wei, D. A. Makhloof, Xiaodan Ren
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引用次数: 3

摘要

混凝土结构在长期低振幅荷载作用下的疲劳破坏现象越来越受到人们的关注。一些结构,如风力发电塔、海上平台和高速铁路,在其预期寿命内可能会承受数百万次的循环载荷。在过去的一个世纪里,混凝土疲劳的分析方法不断涌现。混凝土疲劳计算模型可分为四大类:基于疲劳试验的经验模型、断裂力学中的疲劳裂纹扩展模型、基于损伤力学的疲劳损伤演化模型和先进机器学习模型。本文详细介绍了混凝土的疲劳计算方法,并对不同类型的疲劳模型的特点进行了阐述和讨论。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analytical Models of Concrete Fatigue: A State-of-the-Art Review
Fatigue failure phenomena of the concrete structures under long-term low amplitude loading have attracted more attention. Some structures, such as wind power towers, offshore platforms, and high-speed railways, may resist millions of cycles loading during their intended lives. Over the past century, analytical methods for concrete fatigue are emerging. It is concluded that models for the concrete fatigue calculation can fall into four categories: the empirical model relying on fatigue tests, fatigue crack growth model in fracture mechanics, fatigue damage evolution model based on damage mechanics and advanced machine learning model. In this paper, a detailed review of fatigue computing methodology for concrete is presented, and the characteristics of different types of fatigue models have been stated and discussed.
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来源期刊
Cmes-computer Modeling in Engineering & Sciences
Cmes-computer Modeling in Engineering & Sciences ENGINEERING, MULTIDISCIPLINARY-MATHEMATICS, INTERDISCIPLINARY APPLICATIONS
CiteScore
3.80
自引率
16.70%
发文量
298
审稿时长
7.8 months
期刊介绍: This journal publishes original research papers of reasonable permanent value, in the areas of computational mechanics, computational physics, computational chemistry, and computational biology, pertinent to solids, fluids, gases, biomaterials, and other continua. Various length scales (quantum, nano, micro, meso, and macro), and various time scales ( picoseconds to hours) are of interest. Papers which deal with multi-physics problems, as well as those which deal with the interfaces of mechanics, chemistry, and biology, are particularly encouraged. New computational approaches, and more efficient algorithms, which eventually make near-real-time computations possible, are welcome. Original papers dealing with new methods such as meshless methods, and mesh-reduction methods are sought.
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