Numerical analysis of the experimental of long-span prestressed channel bridge using ferro cement

Abstract

    Based on ANSYS software, thepaper conducted simulation of structural design requirementsfor Long-span Prestressed Channel Bridge using Ferro Cement with designated parameters. The stress -strain relationship of this structure can be acquired by some parameters such as geometry dimentions, water pressure, the changes in cable tension force. As a result, this relationship can be the fundamental for the selection of material, types of prestressed cable, number of prestressed cables suitable with each types of Channel Bridge.