A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Simplified Shear Design of Prestressed Concrete Members
Recent research conducted at Purdue University has developed a model and simplified design equation for calculating the shear strength of nonprestressed members which eliminates many of the shortcomings of current design methods. Through an analysis of reinforced concrete sections, this model conservatively calculates shear strength through varying concrete strength, reinforcement ratio and effective depth. The objective of this research was to investigate the applicability of this shear model and simplified design method developed for reinforced concrete members to prestressed concrete members. The primary goal was to develop a simple design method which can be used for the calculation of shear strength for both nonprestressed and prestressed sections enabling unification and simplification of design procedures.
Simplified Shear Design of Prestressed Concrete Members
Recent research conducted at Purdue University has developed a model and simplified design equation for calculating the shear strength of nonprestressed members which eliminates many of the shortcomings of current design methods. Through an analysis of reinforced concrete sections, this model conservatively calculates shear strength through varying concrete strength, reinforcement ratio and effective depth. The objective of this research was to investigate the applicability of this shear model and simplified design method developed for reinforced concrete members to prestressed concrete members. The primary goal was to develop a simple design method which can be used for the calculation of shear strength for both nonprestressed and prestressed sections enabling unification and simplification of design procedures.
Simplified Shear Design of Prestressed Concrete Members
R. J. Frosch (author) / T. S. Wolf (author)
2003
112 pages
Report
No indication
English
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