{"title":"Analysis of fragmentation failure behavior and energy dissipation characteristics of negative-temperature curing concrete under impact loading","authors":"Zhongliang Yang, Jianguo Ning, Xiangzhao Xu","doi":"10.1016/j.engfailanal.2025.109572","DOIUrl":null,"url":null,"abstract":"<div><div>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 °<span><math><mi>C</mi></math></span>) 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.</div></div>","PeriodicalId":11677,"journal":{"name":"Engineering Failure Analysis","volume":"175 ","pages":"Article 109572"},"PeriodicalIF":4.4000,"publicationDate":"2025-04-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Failure Analysis","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S1350630725003139","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 0
Abstract
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 °) 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.
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.