冲击荷载作用下负温养护混凝土碎裂破坏行为及耗能特性分析

IF 4.4 2区 工程技术 Q1 ENGINEERING, MECHANICAL
Zhongliang Yang, Jianguo Ning, Xiangzhao Xu
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引用次数: 0

摘要

在极寒地区,常年的负温气候严重影响混凝土材料在养护过程中的孔隙结构和硬化性能。本研究旨在揭示负温养护环境对混凝土材料在动荷载作用下的碎裂破坏行为和耗能特性的损伤机理。在此基础上,建立了碎片特性与能量耗散的关系。首先,采用分离式霍普金森压杆对不同温度(- 20℃、- 15℃、- 10℃、- 5℃、20℃)下养护的混凝土试件进行动态破碎试验。随后,基于分形理论、威布尔分布和低场核磁共振技术,定量分析了负温固化环境对破碎度、特征碎片尺寸、微观孔径分布的影响。阐述了微观孔隙损伤与宏观破碎行为之间的内在影响机制。最后,基于拉伸裂纹软化破坏准则和Griffith断裂理论,建立碎裂能量耗散模型,分析碎裂过程中的能量耗散。结果表明:负温度养护环境使混凝土材料的孔径增大,孔隙率增大,动抗压强度降低,破碎程度增大;随着养护温度的降低,微观孔隙损伤逐渐积累,导致混凝土试件的动力破坏形式由整体破坏向局部破坏转变。所提出的碎片能量耗散模型能够准确计算动态碎片过程中的各种能量转移,实现碎片信息到所需输入能量信息的有效预测。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analysis of fragmentation failure behavior and energy dissipation characteristics of negative-temperature curing concrete under impact loading
In extremely cold regions, the perennial negative-temperature climate seriously affects the pore structure and hardening properties of concrete materials during curing. This study aims to reveal the damage mechanism of the negative-temperature curing environment on the fragmentation failure behavior and energy dissipation characteristics of concrete materials under dynamic loading. On this basis, the correlation between fragment characteristics and energy dissipation is established. Firstly, the dynamic fragmentation experiment is conducted on concrete specimens cured at different temperatures (−20, −15, −10, −5, and 20 °C) using the split Hopkinson pressure bar. Subsequently, based on the fractal theory, Weibull distribution, and low-field nuclear magnetic resonance technology to quantitatively analyze the influence of the negative-temperature curing environment on the fragmentation degree, characteristic fragment size, and microscopic pore size distribution. The intrinsic influence mechanism between microscopic pore damage and macroscopic fragmentation behavior is explained. Finally, based on the tensile crack softening failure criterion and Griffith fracture theory, a fragmentation energy dissipation model is established to analyze the energy dissipation during fragmentation. The result indicates that the negative-temperature curing environment enlarges the pore size, increases the porosity, decreases the dynamic compressive strength, and increases the fragmentation degree of concrete materials. As the curing temperature decreases, microscopic pore damage gradually accumulates, resulting in the transition from overall failure to localized failure in the concrete specimen’s dynamic failure form. The proposed fragmentation energy dissipation model can accurately calculate various energy transitions during the dynamic fragmentation process and achieves an effective prediction from fragment information to required input energy information.
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来源期刊
Engineering Failure Analysis
Engineering Failure Analysis 工程技术-材料科学:表征与测试
CiteScore
7.70
自引率
20.00%
发文量
956
审稿时长
47 days
期刊介绍: Engineering Failure Analysis publishes research papers describing the analysis of engineering failures and related studies. Papers relating to the structure, properties and behaviour of engineering materials are encouraged, particularly those which also involve the detailed application of materials parameters to problems in engineering structures, components and design. In addition to the area of materials engineering, the interacting fields of mechanical, manufacturing, aeronautical, civil, chemical, corrosion and design engineering are considered relevant. Activity should be directed at analysing engineering failures and carrying out research to help reduce the incidences of failures and to extend the operating horizons of engineering materials. Emphasis is placed on the mechanical properties of materials and their behaviour when influenced by structure, process and environment. Metallic, polymeric, ceramic and natural materials are all included and the application of these materials to real engineering situations should be emphasised. The use of a case-study based approach is also encouraged. Engineering Failure Analysis provides essential reference material and critical feedback into the design process thereby contributing to the prevention of engineering failures in the future. All submissions will be subject to peer review from leading experts in the field.
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