A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Anchorage of 0.6 inch Diameter Strands
In a recent investigation on shear limits in precast prestressed concrete girders for the Nebraska Department of Roads (NDOR), it was determined that the AASHTO LRFD limit of 0.25f cbdv for maximum shear reinforcement is attainable as long as an adequate number of strands is anchored into the abutement diaphragms. In addition, extending strands in prestressed concrete girders beyond member ends and bending them into cast-in-place pier diaphragms can be a cost-effective method of controlling creep and shrinkage effects in bridges designed as simple spans for girder and deck weights and continuous spans for additional loads. In this research project, the pullout capacity of 0.5 in. and 0.6 in. (12.7 and 15.2 mm) diameter strands is evaluated. A full-scale test of beam end anchorages was conducted. A proposed design procedure for a bent strand anchorage is included. In addition, a confinement reinforcement detail for bridge diaphragms is proposed. Two numerical design examples are included together with design recommendations for determining the required number and length of strands that need to be bent and embedded into the diaphragms.
Anchorage of 0.6 inch Diameter Strands
In a recent investigation on shear limits in precast prestressed concrete girders for the Nebraska Department of Roads (NDOR), it was determined that the AASHTO LRFD limit of 0.25f cbdv for maximum shear reinforcement is attainable as long as an adequate number of strands is anchored into the abutement diaphragms. In addition, extending strands in prestressed concrete girders beyond member ends and bending them into cast-in-place pier diaphragms can be a cost-effective method of controlling creep and shrinkage effects in bridges designed as simple spans for girder and deck weights and continuous spans for additional loads. In this research project, the pullout capacity of 0.5 in. and 0.6 in. (12.7 and 15.2 mm) diameter strands is evaluated. A full-scale test of beam end anchorages was conducted. A proposed design procedure for a bent strand anchorage is included. In addition, a confinement reinforcement detail for bridge diaphragms is proposed. Two numerical design examples are included together with design recommendations for determining the required number and length of strands that need to be bent and embedded into the diaphragms.
Anchorage of 0.6 inch Diameter Strands
M. K. Tadros (author) / N. Jongpitaksseel (author)
2003
94 pages
Report
No indication
English
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