A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
FEM Study on Shear Stiffness of Sloping Segmental Joints in Cantilever Casting Concrete Bridges
Based on the conclusion of shear stiffness experiment of vertical segmental joint in cantilever casting concrete bridges (CCCB), finite element models (FEM) study was conducted to assess the shear stiffness of sloping segmental joints in this paper. Through the comparison of calculating relative vertical displacement at joint between vertical and sloping joint, it can be educed that the shear stiffness of slope joint between 5º ~15º increasing as the increasing of slope angle is consistently higher than vertical joint.
FEM Study on Shear Stiffness of Sloping Segmental Joints in Cantilever Casting Concrete Bridges
Based on the conclusion of shear stiffness experiment of vertical segmental joint in cantilever casting concrete bridges (CCCB), finite element models (FEM) study was conducted to assess the shear stiffness of sloping segmental joints in this paper. Through the comparison of calculating relative vertical displacement at joint between vertical and sloping joint, it can be educed that the shear stiffness of slope joint between 5º ~15º increasing as the increasing of slope angle is consistently higher than vertical joint.
FEM Study on Shear Stiffness of Sloping Segmental Joints in Cantilever Casting Concrete Bridges
Applied Mechanics and Materials ; 178-181 ; 2277-2280
2012-05-14
4 pages
Article (Journal)
Electronic Resource
English
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