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Paper Title

Review on Structural Performance Analysis of Bridge Piers with Varying Geometric Shapes

Authors

Samadhan Shrirang Sadhu , Dr. Avinash M. Badar , Dr. Vinayak D.Vaidya

Keywords

Keywords: Bridge Piers, Geometric Shapes, Structural Performance, STAAD Pro, Cyclic Loading, RDSO-B-11775 etc.

Abstract

Abstract: This review paper presents a comprehensive analysis of bridge piers with varying geometric shapes, focusing on their structural performance under standard loading conditions for a 12.3 m span as per RDSO-B-11775 guidelines. The primary aim is to compare different pier configurations and identify the most efficient shape based on structural behavior. Key parameters such as load-bearing capacity, displacement, bending moments, and stress distribution are critically reviewed from existing studies. Different geometric shapes, including rectangular, circular, and hammerhead piers, are evaluated considering dead load, live load, and impact load conditions. The review highlights how geometry significantly influences stiffness, stress concentration, and overall structural response. Circular piers are found to provide uniform stress distribution and improved performance, whereas rectangular piers exhibit higher stiffness but suffer from stress concentration at corners. Hammerhead piers offer advantages in load transfer efficiency for superstructures. The findings from various studies indicate that selecting an optimal pier geometry is essential for enhancing stability, durability, and safety. This review contributes to better design understanding by comparing different pier shapes and identifying circular piers as a more effective and reliable option for bridge construction.

How To Cite

Choose the style your journal or department asks for, then copy it. Every version below is generated from this paper's own record.

IJCRT — journal style
"Review on Structural Performance Analysis of Bridge Piers with Varying Geometric Shapes", IJCRT - International Journal of Creative Research Thoughts (www.ijcrt.org), ISSN:2320-2882, Vol.14, Issue 4, page no.h627-h633, April 2026, Available :https://ijcrt.org/papers/IJCRT2604887.pdf
APA — 7th edition
Sadhu, S. S., Badar, A. M., & D.Vaidya, V. (2026). Review on Structural Performance Analysis of Bridge Piers with Varying Geometric Shapes. International Journal of Creative Research Thoughts, 14(4), h627-h633. https://ijcrt.org/viewpaperforall.php?paper=IJCRT2604887
MLA — 9th edition
Sadhu, Samadhan Shrirang, et al. "Review on Structural Performance Analysis of Bridge Piers with Varying Geometric Shapes." International Journal of Creative Research Thoughts, vol. 14, no. 4, 2026, pp. h627-h633, https://ijcrt.org/viewpaperforall.php?paper=IJCRT2604887.
Chicago — 17th, bibliography
Sadhu, Samadhan Shrirang, Avinash M. Badar, and Vinayak D.Vaidya. "Review on Structural Performance Analysis of Bridge Piers with Varying Geometric Shapes." International Journal of Creative Research Thoughts 14, no. 4 (2026): h627-h633. https://ijcrt.org/viewpaperforall.php?paper=IJCRT2604887.
Harvard — author–date
Sadhu, S.S., Badar, A.M. and D.Vaidya, V. (2026) 'Review on Structural Performance Analysis of Bridge Piers with Varying Geometric Shapes', International Journal of Creative Research Thoughts, 14(4), pp. h627-h633. Available at: https://ijcrt.org/viewpaperforall.php?paper=IJCRT2604887
IEEE — numbered reference
S. S. Sadhu, A. M. Badar and V. D.Vaidya, "Review on Structural Performance Analysis of Bridge Piers with Varying Geometric Shapes," IJCRT, vol. 14, no. 4, pp. h627-h633, Apr. 2026.
Vancouver — biomedical
Sadhu SS, Badar AM, D.Vaidya V. Review on Structural Performance Analysis of Bridge Piers with Varying Geometric Shapes. IJCRT. 2026 Apr;14(4):h627-h633.
AMA — 11th edition
Sadhu SS, Badar AM, D.Vaidya V. Review on Structural Performance Analysis of Bridge Piers with Varying Geometric Shapes. IJCRT. 2026;14(4):h627-h633. Accessed at https://ijcrt.org/viewpaperforall.php?paper=IJCRT2604887
BibTeX — Zotero, Mendeley, LaTeX
@article{IJCRT2604887, author = {Samadhan Shrirang Sadhu and Avinash M. Badar and Vinayak D.Vaidya}, title = {Review on Structural Performance Analysis of Bridge Piers with Varying Geometric Shapes}, journal = {International Journal of Creative Research Thoughts}, volume = {14}, number = {4}, pages = {h627-h633}, year = {2026}, month = {April}, issn = {2320-2882}, url = {https://ijcrt.org/viewpaperforall.php?paper=IJCRT2604887} }
RIS — EndNote, RefWorks
TY - JOUR AU - Sadhu, Samadhan Shrirang AU - Badar, Avinash M. AU - D.Vaidya, Vinayak TI - Review on Structural Performance Analysis of Bridge Piers with Varying Geometric Shapes T2 - International Journal of Creative Research Thoughts JA - IJCRT VL - 14 IS - 4 PY - 2026 SN - 2320-2882 UR - https://ijcrt.org/viewpaperforall.php?paper=IJCRT2604887 SP - h627-h633 ER -

Issue

Volume 14 Issue 4, April-2026
Pages : h627-h633

Article Information

Pages
h627-h633
Published
April 2026
Registration ID
IJCRT_306290
Published Paper ID
IJCRT2604887
Research Area
Science and Technology
Author Type
Indian Author
Location
Nagpur, Maharashtra, India
Licence
CC BY 4.0 · Open Access
ISSN & Impact Factor
2320-2882 · IF 9.17
Downloads
142

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International Journal of Creative Research Thoughts Published by IJCRT Publication
2320-2882 ISSN
9.17 Impact Factor
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Impact Factor 9.17, calculated from Google Scholar citation data — see how it is worked out.
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Licence

© 2026 — Authors hold the copyright of this article. This work is licensed under a Creative Commons Attribution 4.0 International License and The Open Definition. This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (CC BY 4.0), which permits unrestricted use, distribution and reproduction in any medium, provided the original author and source are credited.
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Declarations

Funding

No external funding was received for this study.

Conflict of Interest

The authors declare that they have no conflict of interest.

Acknowledgements

The authors would like to thank the reviewers and the editorial board of International Journal of Creative Research Thoughts for their careful reading and constructive comments, and all colleagues who supported the preparation of this manuscript.

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