摘要
通过 12根钢管高强混凝土构件的抗弯试验 ,研究了钢管高强混凝土构件的受弯性能。采用条带法计算了钢管高强混凝土构件截面弯矩 -曲率全曲线 :根据试验结果 ,将截面弯矩 -曲率全曲线简化为三折线 ,给出了截面弯曲刚度的三折线方程和钢管高强混凝土构件截面受弯承载力的计算公式。
Bending tests of twelve steel tube confined high strength concrete elements have been carried out.Flexural behavior of the steel tube confined high strength concrete element was investigated. The strip method was adopted to calculate the section moment-curvature relationship curves of the specimens.Based on the test results the moment-curvature relationship curve was simplified to a trip-linear model.The equation of the model was expressed with section bending stiffness and the formula of calculating the flexural capacity of steel tube confined high strength concrete element was given.
出处
《工业建筑》
CSCD
北大核心
2004年第8期70-72,89,共4页
Industrial Construction
基金
北京市自然科学基金 ( 80 0 2 0 12 )
教育部博士点基金 ( 2 0 0 0 0 0 0 3 45 )
