硅酸盐通报2024，Vol.43Issue(7)：2317-2334,18.
高寒区混凝土多场耦合损伤劣化机制研究进展
Research Progress on Multi-Field Coupling Damage Deterioration Mechanism of Concrete in Alpine Region
摘要
Abstract
In the actual service process,the concrete structure in alpine region is not only affected by vehicle load,but also by environmental factors such as salt corrosion and freeze-thaw.Under the action of multi-field coupling such as load,salt corrosion and freeze-thaw,the deterioration of concrete in alpine region involves the interaction of chemical,physical and mechanical effects.The complex chemical reaction between chloride salt and concrete produces expansive double salt,which leads to internal volume expansion of concrete and chemical damage.At the same time,freeze-thaw cycles and dynamic loads cause physical damage to concrete,and concrete deteriorates rapidly under the coupling of chemical damage and physical damage.In this paper,the research status of the influence of salt corrosion,freeze-thaw cycle and dynamic load multi-field coupling on the performance of concrete is reviewed,and the most advanced material non-destructive characterization techniques and modeling methods in this field are summarized.The prediction model of physical and chemical damage characteristic parameters is established from macro,fine and micro scales,and the damage degradation mechanism and degradation behavior prediction model of concrete under multi-field coupling are formed.Finally,the shortcomings of the current research are put forward.关键词
高寒区混凝土路面/劣化机制/耦合作用/预测模型/耐久性/力学性能Key words
concrete pavement in alpine region/deterioration mechanism/coupling effect/prediction model/durability/mechanical property分类
交通工程引用本文复制引用
张维东,汪愿,宋鹏飞,王亚坤,刘倩倩,王旭昊..高寒区混凝土多场耦合损伤劣化机制研究进展[J].硅酸盐通报,2024,43(7):2317-2334,18.基金项目
国家重点研发计划(2021YFB2601000) （2021YFB2601000）
国家自然科学基金面上项目(52178185) （52178185）
交通运输行业重点科技项目(2022-MS1-080) （2022-MS1-080）
规上企业研发机构能力建设专项(22CX8JA092) （22CX8JA092）
