摘要
采用非金属超声波测试仪对受力后的外肋环板(VS)和隔板外伸(TD)柱节点进行探测,研究了钢管与混凝土之间的缝隙情况;通过切割破损试验指明了缝隙的存在,验证了叠加法计算方矩型钢管混凝土柱承载力的理论基础,表明了该方法简明、可靠且适用于实际工程设计.
Through the test of Concrete-filled Rectangular Tubular (CFRT) of TD and VS by nonmetal Supersonic Flaw Detecting Apparatus, the status of gap under the exterior forces is analyzed. Through the incision test, it show that the gap really exist and prove that the theoretical foundation of simple Superposition Calculation is accurate and reliable for bearing capacity calculation of Concrete-filled Rectangular Tubular in practice engineering.
出处
《河北工业大学学报》
CAS
2005年第2期115-118,共4页
Journal of Hebei University of Technology
关键词
方矩型钢管混凝土柱
叠加理论
超声波试验
切割破损试验
缝隙
Concrete-filled Rectangular Tubular (CFRT)
the method of superposition calcuation
supersonic flaw detecting test
incision test
gap