Study of Design Procedures for Partially Prestressed Concrete Pier Cap Beam

Qi Yong You

doi:10.4028/www.scientific.net/AMR.538-541.1657

Paper Titles

Structural Health Monitoring of Cracked Beam by the Dual Reciprocity Boundary Element Method
p.1634

Singular Behavior of Laminated Skew Composite Materials with Cross-Ply Stacking
p.1640

Investigation on Forging Process of S20S Connecting Rod and its Defects Analysis
p.1646

The Analysis of the Stress and Strain in Skew Rolling
p.1650

Study of Design Procedures for Partially Prestressed Concrete Pier Cap Beam
p.1657

The Study of Metal Diffluent Law in Multidirectional Active Loading
p.1660

Finite Element Analysis of Aluminum Alloy Pitting Stress Concentration
p.1664

Effect of Martensite on the Dynamic Torsional Properties of a Dual-Phase Carbon Steel
p.1670

Influence of Microstructure and Precipitates on the Mechanical Properties of High Strength Hot Strip
p.1678

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 538-541Study of Design Procedures for Partially...

Study of Design Procedures for Partially Prestressed Concrete Pier Cap Beam

Abstract:

The paper analyzed the key points in design of partially prestressed concrete pier cap beam. Design ideal and design method of partially prestressed concrete pier cap beam were elaborated. Results between deformation and stress were compared. Which shows that partially prestressed is more excellent than fully prestressed in long-span concrete pier cap beam.