A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Research on Overall Stability of Concrete-Filled Steel Tubular Bowstring Arch Bridge
Based on the finite element theory, the computational model, one through concrete filled steel tube tied-arch bridge was established under the considerations of both geometrical non-linearity and material non-linearity. And using the ANSYS software to study the bridge's arch rib construction process and the overall stability after the complete construction, the results show that the full-bridge’s stability coefficient are larger than other concrete-filled steel tube arch bridge; the in-plane stiffness is larger than the out-plane stiffness, and the influence of material non-linearity on the stability is notable. The results provide a good reference for the similar bridge's design and construction.
Research on Overall Stability of Concrete-Filled Steel Tubular Bowstring Arch Bridge
Based on the finite element theory, the computational model, one through concrete filled steel tube tied-arch bridge was established under the considerations of both geometrical non-linearity and material non-linearity. And using the ANSYS software to study the bridge's arch rib construction process and the overall stability after the complete construction, the results show that the full-bridge’s stability coefficient are larger than other concrete-filled steel tube arch bridge; the in-plane stiffness is larger than the out-plane stiffness, and the influence of material non-linearity on the stability is notable. The results provide a good reference for the similar bridge's design and construction.
Research on Overall Stability of Concrete-Filled Steel Tubular Bowstring Arch Bridge
Advanced Materials Research ; 243-249 ; 1988-1994
2011-05-17
7 pages
Article (Journal)
Electronic Resource
English
Research on Overall Stability of Concrete-Filled Steel Tubular Bowstring Arch Bridge
| British Library Conference Proceedings | 2011
| British Library Conference Proceedings | 1995
| Engineering Index Backfile | 1961