混凝土结构疲劳性能研究综述:荷载参数、现有预测模型和设计方法

IF 0.7 Q4 CONSTRUCTION & BUILDING TECHNOLOGY Nordic Concrete Research Pub Date : 2023-07-01 DOI:10.2478/ncr-2023-0002
Mohammad Afaghi, B. Anja, Jan Arve Øverli
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引用次数: 0

摘要

摘要:这篇综述文章强调了关于混凝土疲劳的最基本的知识状态,这是通过过去几十年的文献提供的,并揭示了需要进一步调查的领域。考虑了影响混凝土结构疲劳性能和疲劳寿命估算的荷载因素。这篇综述探讨了8种载荷参数对混凝土结构疲劳寿命的影响,我们的目的是简明扼要。此外,还对疲劳寿命预测的确定性方法和概率方法进行了综述。例如,在最近的研究中,机器学习技术的使用已被证明优于传统方法。本文对目前一些主要的混凝土疲劳寿命预测设计规范的方法进行了深入的研究。
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A Review on Fatigue Performance of Concrete Structures Part I: Loading Parameters, Current Prediction Models and Design Approaches
Abstract This review paper highlights the most fundamental state of knowledge regarding the fatigue of concrete that is available through the literature over the last decades and reveals the areas that are needed for further investigation. The loading factors influencing the fatigue performance and the fatigue life estimation of concrete structures are taken into consideration. This review explores the impact of eight loading parameters on the fatigue life of concrete structures, and we aimed to be succinct in our investigation. Besides, we present a review on the deterministic and probabilistic approaches for fatigue life prediction. For example, in more recent studies, the utilization of machine learning techniques has been shown to outperform the traditional methods. The review gives adequate insight into the approach of some of the main current design codes for fatigue life prediction of concrete.
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来源期刊
Nordic Concrete Research
Nordic Concrete Research CONSTRUCTION & BUILDING TECHNOLOGY-
自引率
20.00%
发文量
8
期刊最新文献
Load Effects of ASR-induced Expansion in Reinforced Concrete and Their Consequences for Structural Assessment A Review on Fatigue Performance of Concrete Structures Part II, Material Parameters and Environmental Factors Chloride Ion Diffusion Resistance of Bulk Hydrophobic Concrete: Comparison of w/c and Dosages Requirements for Test Series for Relative Humidity Measurements to Calibrate Drying Time Simulation Model Assessment of Effective and Minimal Slab Widths for Evaluating the Shear Capacity of RC Overhang Slabs
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