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作 者:钱程[1] 蒋明[1] 何源 孙国华[1] QIAN Cheng JIANG Ming HE Yuan SUN Guo-hua(Suzhou University of Science and Technology, Jiangsu Key Laboratory of Structure Engineering, Suzhou 215011, China BCEG Civil Engineering Co. , LTD Suzhou Branch, Suzhou 215104, China)
机构地区:[1]苏州科技学院江苏省结构工程重点实验室,江苏苏州215011 [2]北京建工土木工程有限公司苏州分公司,江苏苏州215104
出 处:《实验力学》2017年第3期361-370,共10页Journal of Experimental Mechanics
基 金:国家自然科学基金项目(11172193);江苏省"青蓝工程"优秀青年骨干教师资助项目(51108292)
摘 要:为研究狗骨式钢框架子结构节点区域在循环荷载作用下的损伤演化规律,采用图像相关技术对3榀、3层、单跨1/3缩尺的狗骨式钢框架子结构底层节点区域的应变场及变形进行了监测,重点分析了不同循环加载方式作用下狗骨式节点区域的应变场、节点域剪切变形的历程,并与传统测试方法所记录结果进行了对比。研究结果表明,加载方式对狗骨式钢框架子结构节点区域的变形、应变及其损伤程度均有显著影响;图像相关技术可获得节点区域的变形及应变场,较传统测试方法更具优势;测点峰值应变及变形同传统方法测试结果吻合良好。In order to study the damage evolution in joint region of steel frame substructure with reduced beam section(RBS)connection under cyclic loading condition,the strain field and deformation in bottom joint region were monitored for a 1/3 scale single span substructure specimen with 3 roof trusses and three stories based on the image correlation measurement technology.The strain field and shear deformation in RBS joint region under different cyclic loading patterns was selectively analyzed and compared with the results obtained from traditional measurement method.Results show that the deformation,strain and damage degree in joint region of steel frame substructure with RBS connection are significantly affected by loading mode;Image correlation measurement technology is able to obtain the deformation and strain field in joint region,which is more advantageous than the traditional measurement method;Peak strain and deformation on measuring point are in good agreement with the traditional method.
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