摘要
借助有限元数值分析方法,分析了界面材料的弹性模量和界面层厚度变化对铺装体系受力的影响及不同层间接触状态下钢桥面铺装体系受力规律,论证了钢桥面铺装中界面黏结的重要性,对于界面层材料设计和施工具有重要的指导意义。
By means of the finite element numerical analysis method,stress of steel deck pavement system influenced by changing of elastic modulus and thickness of the interface materials was analyzed,which had great guide significance for design and construction of the interface materials.At the same time,the bearing law of steel deck pavement under different contact states between the layers was also analyzed.It demonstrates that the importance of the interface adhesion of steel deck pavement.
出处
《重庆交通大学学报(自然科学版)》
CAS
北大核心
2013年第3期385-388,共4页
Journal of Chongqing Jiaotong University(Natural Science)
关键词
界面
数值分析
钢桥面铺装
层间
受力分析
interface
numerical analysis
steel deck pavement
inter-layer
stress analysis