4.7 Article

Concrete compressive strain behavior and magnitudes under uniaxial fatigue loading

期刊

CONSTRUCTION AND BUILDING MATERIALS
卷 296, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2021.123718

关键词

Concrete; Fatigue; Stress-strain response; Peak strain at failure; Secant stiffness; Concrete fatigue performance; Concrete damage; Wind turbine towers; Wind turbine foundations

资金

  1. Department of Civil and Environmental Engineering at the University of Illinois at UrbanaChampaign
  2. U.S. Department of Energy's Energy Efficiency and Renewable Energy office through the project Effect of Fatigue on the Capacity and Performance of Structural Concrete [DEEE0008961.0001]

向作者/读者索取更多资源

While research has mainly focused on determining concrete fatigue capacity, understanding and advancing concrete fatigue behavior is crucial due to its nonlinear properties. Experimental investigation and analysis of concrete axial strain behavior under compressive fatigue loading provide valuable insights and guidelines for fatigue analysis and design.
Recent advances in concrete technology and construction have promoted an increasing utilization of concrete in fatigue-critical structures, such as wind turbine towers. While research into concrete fatigue is not a new topic and has been going on for several decades, a large majority of this research has primarily been focused on the determination of concrete fatigue capacity. However, understanding and advancing concrete fatigue behavior (e.g., fatigue stress vs. strain response) has received limited attention, even though this is also crucial, especially considering the inherently nonlinear behavior of concrete. To address this knowledge gap and further advance our understanding of concrete fatigue behavior, an experimental investigation consisting of uniaxial compressive fatigue testing of concrete cylinder specimens until failure was undertaken, and axial strains were recorded throughout the duration of fatigue loading. The behavior and evolution of concrete axial strains, including the rate of accumulation of strains, through the fatigue loading process were extensively analyzed and are reported. Additionally, the influence of key parameters, such as peak stress levels and number of cycles to failure, on peak strain evolution were investigated and are described. Magnitudes of peak axial strain at the end of the stable strain accumulation phase, as well as at failure, are also reported, and recommendations are made for estimating strain magnitudes at these critical junctures when conducting fatigue analysis and design. The results will help advance the understanding of concrete axial strain behavior under compressive fatigue loading. The results also provide guidelines for estimating the magnitudes of concrete strains under fatigue loads, which in turn will be beneficial to designers, as it allows them to also consider structural performance during the analysis and design of fatigue critical concrete structures. (c) 2021 Elsevier Ltd. All rights reserved.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据