摘要
通过混凝土四点弯曲梁的物理试验,验证了混凝土梁表面裂缝具有明显的统计意义上的分形特性,表明了采用分形手段研究混凝土表面裂缝的可行性.引入标度理论知识,研究了混凝土表面梁裂缝扩展的标度律,将标度理论应用于描述混凝土裂缝的发展情况,为混凝土结构的设计和维护提供了理论依据.
Through the physical experiment of four-point bending concrete beam,this paper verifies that the surface cracks of concrete beam has statistically fractal characteristics in significant sense,as shows the feasibility to take a fractal means for a study of the surface cracks.With the knowledge of scaling theory,it studies the scaling law of the crack in the surface of the concrete beam,uses the scaling theory to describe the development of cracks in concrete,and provides a theoretical basis for the design and maintenance of concrete structures.
出处
《青岛理工大学学报》
CAS
2015年第4期30-35,91,共7页
Journal of Qingdao University of Technology
基金
国家自然科学基金资助项目(51179080
51374135)
青岛市科技计划验收项目(12-1-3-65-nsh)