This paper describes the common damage of the slab with slightly curved bottom (SC slab) of the rigid frame arch bridge. In light of the results of finite element stress analysis, deteriorations of SC slab are considered causing by the lacking of slab thickness and arch frame lateral rigidity. Several preventive measures and maintaining measures are recommended for SC slab, which are validated by finite element analysis.
Deterioration Analysis of Slab with Slightly Curved Bottom of Frame Arch Bridge
Second International Conference on Transportation Engineering ; 2009 ; Southwest Jiaotong University, Chengdu, China
2009-07-29
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Highways and roads , Information technology (IT) , Arch bridges , Transportation management , Construction , Freight transportation , Water transportation , Structural analysis , Air transportation , Rail transportation , Slabs , Optimization , Deterioration , Public transportation , Traffic management
Deterioration Analysis of Slab with Slightly Curved Bottom of Frame Arch Bridge
British Library Conference Proceedings | 2009
|Understanding Slab Bridge Deterioration
British Library Online Contents | 1994
|Emerald Group Publishing | 1935
|Engineering Index Backfile | 1935
|Optimum Analysis of Suspenders Tensioning through Skewed Arch Bridge with Curved Beam
British Library Conference Proceedings | 2010
|