摘要
在预应力钢—混凝土组合连续梁系列模型试验、有限元分析等基础上 ,探讨了其正截面强度计算、剪力连接件对结构变形的影响及其滑移特性、以及稳定屈曲等问题 .
Based on the model tests and analysis using the finite element method, the flexure strength of composite beams, the inference to deflection from shear connectors and its slip effects, as well as the buckling are summarized in this paper. The investigated results in this paper are of benefit to the design and construction of this structures.
出处
《福州大学学报（自然科学版）》
CAS
CSCD
2001年第6期87-91,共5页
Journal of Fuzhou University(Natural Science Edition)
