中外公路2025，Vol.45Issue(1)：73-79,7.DOI:10.14048/j.issn.1671-2579.2025.01.009
装配式钢-混凝土空心路面板接缝传荷性能分析
Analysis of Joint Load Transfer Performance of Prefabricated Steel-Concrete Hollow Pavement Slab
摘要
Abstract
In order to study the joint load transfer capacity of a prefabricated steel-concrete hollow pavement slab,a finite element model was established with ABAQUS to carry out numerical analysis.The variation laws of the maximum deflection value and joint load transfer coefficient of the pavement slab with and without cavitation were compared to analyze the load transfer capacity.The results show that when cavitation occurs in the slab,the load transfer coefficient of the slab decreases with the increase in the cavitation area,but the load transfer coefficient of the slab does not change significantly when the cavitation depth reaches a certain level.When there is no cavitation in the slab,the maximum deflection value of the slab changes obviously with the increase in load,and when the load is greater than 200 kN,the deflection value changes little.Different hollow forms also have a certain influence on the load transfer coefficient of the slab.The joint load transfer coefficient of the prefabricated steel-concrete hollow pavement slab is greater than 97%in any case,and the maximum deflection values of the loaded slab and the non-loaded slab are not higher than 60(0.01 mm),so the joint can work normally,indicating good joint load transfer capacity and effectively preventing the misalignment problem.关键词
装配式路面/板底脱空/接缝/有限元/传荷性能Key words
prefabricated pavement/cavitation at slab bottom/joint/finite element/load transfer performance分类
交通工程引用本文复制引用
朱广山,董梓昊,杨野,王金山..装配式钢-混凝土空心路面板接缝传荷性能分析[J].中外公路,2025,45(1):73-79,7.基金项目
国家自然科学基金资助项目(编号:52278454) （编号:52278454）
