Title: Experimental study on bearing capacity of double steel and concrete composite continuous beams
Abstract: The load-deflection curves were gotten through the experiment of three pieces of 2×2.9 m span double steel and concrete composite continuous beams.Considering the slip between steel and concrete interface,an analytical model of double steel and concrete composite beams was established by the ANSYS software. The ultimate bearing bending capacity of a double steel-concrete composite beam was also calculated by the simplified calculating method based on the elasticity and plasticity.The results show that the calculating results and the experimental results are in accordance.
Publication Year: 2008
Publication Date: 2008-01-01
Language: en
Type: article
Access and Citation
Cited By Count: 2
AI Researcher Chatbot
Get quick answers to your questions about the article from our AI researcher chatbot