【作者】 颜復林； 曾祥勇； 张可刚；

【Author】 YAN Fu-lin;ZENG Xiang-yong;ZHANG Ke-gang;College of Civil Engineering, Chongqing University;Key Laboratory of Mountainous Urban Construction and New Technology, Ministry of Education, Chongqing University;

【机构】 重庆大学土木工程学院； 重庆大学山地城镇建设与新技术教育部重点实验室；

【摘要】 在实际工程中通常在混凝土构件配置钢筋来充分利用混凝土的抗压能力和钢筋的抗拉能力。利用ANSYS提供的LINK系列单元可以采用分离式配筋分析钢筋在混凝土独立基础加载过程中的应力应变变化与荷载的关系及基底混凝土应变的关系。分别比较了基础钢筋和混凝土在荷载,岩石弹性模量,高跨比以及配筋面变量之下的应力应变结果,总结出在不同荷载等条件下岩石地基扩展基础配筋及混凝土各自的应力应变变化趋势。本文的工作对相关工程应用中岩石地基扩展基础设计有一定的参考价值。更多还原

【Abstract】 In actual engineering, reinforced concrete is usually used in concrete structures to make full use of the compressive capacity of concrete and the tensile capacity of steel bars. Using the LINK series of ANSYS, the relationship between the stress and strain change and the load and the relationship between the stress of the concrete in the concrete foundation can be analyzed by using the separate reinforcement. The results show that the stress and strain of the foundation reinforcement and the concrete under the load, the rock elastic modulus, the high span ratio and the reinforcement surface variable are compared respectively. The stress and strain of the foundation reinforcement and the concrete under the different load and so on are summarized Trend. The work of this paper has some reference value for the foundation design of rock foundation in the related engineering application.更多还原