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Paper Title

Review On Structural Performance Analysis Of Bridge Piers With Varying Geometric Shapes

Authors

SAMADHAN SADHU , Dr. Avinash M. Badar , Dr. Vinayak D. Vaidya

Keywords

Keywords: Bridge Piers, Geometric Shapes, Structural Performance, Cyclic Loading, Stress-Strain Behavior etc.

Abstract

Abstract-- The structural performance of bridge piers plays a critical role in ensuring the safety, durability, and serviceability of bridge infrastructure under varying loading conditions. This study presents a comprehensive analysis of bridge piers with different geometric shapes subjected to static, impact, and cyclic loading. Using computational simulation through ANSYS Workbench along with theoretical evaluation, the behavior of piers is examined in terms of stress distribution, deformation patterns, and fatigue performance. The analysis incorporates material properties of M35 grade concrete and steel reinforcement, along with varying load cases ranging from 850 kN to 10000 kN. Results indicate that geometric configuration significantly influences load-bearing capacity, stiffness, and resistance to failure. It is observed that piers maintain structural integrity within the elastic range up to a certain load threshold, beyond which plastic deformation and eventual failure occur. The study also highlights that steel reinforcement plays a crucial role in sustaining loads beyond concrete failure strain, thereby preventing sudden collapse. Furthermore, fatigue analysis reveals that higher loads drastically reduce the life cycle of the structure. The findings emphasize the importance of optimizing pier geometry for enhanced structural performance, improved load distribution, and long-term durability under real-world loading conditions.

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.c180-c186, April 2026, Available :https://ijcrt.org/papers/IJCRT2604262.pdf
APA — 7th edition
SADHU, S., Badar, A. M., & Vaidya, V. D. (2026). Review On Structural Performance Analysis Of Bridge Piers With Varying Geometric Shapes. International Journal of Creative Research Thoughts, 14(4), c180-c186. https://ijcrt.org/viewpaperforall.php?paper=IJCRT2604262
MLA — 9th edition
SADHU, SAMADHAN, 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. c180-c186, https://ijcrt.org/viewpaperforall.php?paper=IJCRT2604262.
Chicago — 17th, bibliography
SADHU, SAMADHAN, 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): c180-c186. https://ijcrt.org/viewpaperforall.php?paper=IJCRT2604262.
Harvard — author–date
SADHU, S., Badar, A.M. and Vaidya, V.D. (2026) 'Review On Structural Performance Analysis Of Bridge Piers With Varying Geometric Shapes', International Journal of Creative Research Thoughts, 14(4), pp. c180-c186. Available at: https://ijcrt.org/viewpaperforall.php?paper=IJCRT2604262
IEEE — numbered reference
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. c180-c186, Apr. 2026.
Vancouver — biomedical
SADHU S, Badar AM, Vaidya VD. Review On Structural Performance Analysis Of Bridge Piers With Varying Geometric Shapes. IJCRT. 2026 Apr;14(4):c180-c186.
AMA — 11th edition
SADHU S, Badar AM, Vaidya VD. Review On Structural Performance Analysis Of Bridge Piers With Varying Geometric Shapes. IJCRT. 2026;14(4):c180-c186. Accessed at https://ijcrt.org/viewpaperforall.php?paper=IJCRT2604262
BibTeX — Zotero, Mendeley, LaTeX
@article{IJCRT2604262, author = {SAMADHAN 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 = {c180-c186}, year = {2026}, month = {April}, issn = {2320-2882}, url = {https://ijcrt.org/viewpaperforall.php?paper=IJCRT2604262} }
RIS — EndNote, RefWorks
TY - JOUR AU - SADHU, SAMADHAN AU - Badar, Avinash M. AU - Vaidya, Vinayak D. 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=IJCRT2604262 SP - c180-c186 ER -

Issue

Volume 14 Issue 4, April-2026
Pages : c180-c186

Article Information

Pages
c180-c186
Published
April 2026
Registration ID
IJCRT_304633
Published Paper ID
IJCRT2604262
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
165

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International Journal of Creative Research Thoughts Published by IJCRT Publication
2320-2882 ISSN
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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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