A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Stay-in-Place Deck Forms: Horizontal Shear Strength of Bridge Deck Panels. Part 2. Final Report and Executive Summary
The primary objectives of the study are to evaluate the performance of thin precast prestressed concrete panels with broom finish surface and to determine if horizontal shear friction reinforcement is needed to ensure adequate composite behavior between the panel and the CIP portion of the bridge deck. The issues of potential separation of the precast prestressed panel from the cast-in-place portion of the deck, as well as the adequate development of positive moment and shear capacities of the composite bridge section are examined experimentally.
Stay-in-Place Deck Forms: Horizontal Shear Strength of Bridge Deck Panels. Part 2. Final Report and Executive Summary
The primary objectives of the study are to evaluate the performance of thin precast prestressed concrete panels with broom finish surface and to determine if horizontal shear friction reinforcement is needed to ensure adequate composite behavior between the panel and the CIP portion of the bridge deck. The issues of potential separation of the precast prestressed panel from the cast-in-place portion of the deck, as well as the adequate development of positive moment and shear capacities of the composite bridge section are examined experimentally.
Stay-in-Place Deck Forms: Horizontal Shear Strength of Bridge Deck Panels. Part 2. Final Report and Executive Summary
P. K. V. V. Nukala (author) / J. A. Ramirez (author) / R. H. Lee (author) / M. Cohen (author)
1995
255 pages
Report
No indication
English
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