摘要
结合部分剪力连接钢 -混凝土组合梁的受力变形特点 ,采用微分方程系统地推导在弹性条件下具有普遍适用性的部分剪力连接钢 -混凝土组合梁正、负弯矩区截面抗弯分析的理论公式 ,经试算并与实验相对比 ,表明该文公式有效、实用。
A set of equations are derived by differential equation for calculation of bending capacity of positive and negative sections applicable to steel concrete composite beams with partial shear connection.It has been proved that these equations are efficient and feasible as compared with the experimental results.
出处
《南京理工大学学报》
CAS
CSCD
2000年第5期453-456,共4页
Journal of Nanjing University of Science and Technology
关键词
剪力
钢梁
钢筋混凝土
组合梁
滑移效应
抗弯
partion
shear force
steels
beams
reinforced concrete
composite beams
slippage effect
resisting bending analysis
