DESIGN OF PRESTRESS (POST TENSION) CANTILVER PIER CAP WITH DIFFERENT ECCENTRICITY BRIDGES SAP2000: A REVIEW

Authors

  • Nikhil Pawar, Prof. S. R. Suryawanshi, Prof. Y. R. Suryawanshi

Keywords:

Prestressed concrete, Cantilever pier caps, Eccentricity, Design considerations, Analysis methods, Design standards

Abstract

Prestressed cantilever pier caps are critical components in bridgeengineering, providing support and stability to bridge structures. This review paper examines the design aspects of prestressed cantilever pier caps, focusing on factors influencing their design, the effects ofeccentricity, and analysis methods for determining prestress forces and losses. The paper also provides an overview of relevant design codes and standards, emphasizing the importance of adherence to these guidelines for ensuring the safety and performance of prestressed cantilever pier caps. Through a comprehensive analysis of existing research and advancements in the field, this paper highlights the significance of prestressed cantilever pier caps in bridge design and calls for further research to address challenges and optimize design parameters for enhanced efficiency and sustainability.

Author Biography

Nikhil Pawar, Prof. S. R. Suryawanshi, Prof. Y. R. Suryawanshi

Nikhil Pawar, PG Student (M.E Structural Engineering), Department of Civil Engineering, Imperial College of Engineering and Research, Wagholi, Pune-412207, India

Prof. S. R. Suryawanshi, Professor, Department of Civil Engineering, Imperial College of Engineering and Research, Wagholi, Pune-412207, India

Prof. Y. R. Suryawanshi, Head of, Department of Civil Engineering, Imperial College of Engineering and Research, Wagholi, Pune-412207, India

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Published

2024-05-30

Issue

Vol. (2024) No. 02

Section

Articles