Model of the Bearing Capacity of Concrete Little Eccentric Compressive Flexural Members Affected by

• 作 者: ZHANG Keqiang WEI Jun ZHOU Xiw
• 机 构: SchoolofCivilEngineering&,Mechanics,SchoolofCivilEngineeringandArchitecture
• 出 处: 武汉理工大学学报：材料科学英文版
• 发表日期: 2006年z1期
• 关键词: LITTLE ECCENTRIC COMPRESSIVE flexure members BIAXIAL stress CONCRETE cracking to
• 基金项目: Funded by the National Natural Science Foundation of China (No. 50278039 and 50538070)

The assessment for bearing capacity of corroded RC members is one of the main component of durability study on RC structure. But few researches had been developed for the study of corroded RC eccentric especially little eccentric compressive members. By d