Analysis and Design of Bow String Bridge from Gothuruth to Chathedom Across Periyar River
DOI:
https://doi.org/10.21467/proceedings.7.8.7Keywords:
bowstring bridge, design, Midas civilAbstract
This project presents the design and analysis of a proposed bowstring bridge connecting Gothuruth to Chathedom across the Periyar River in Kerala. Aimed at enhancing connectivity and regional development, the bridge spans 580 meters with an 11-meter-wide carriageway and 1.2-meter pedestrian paths on both sides. Finite element analysis was used to evaluate structural performance under various load combinations, including wind and seismic forces. The design incorporates high-strength concrete for piers and prestressed steel cables for the arch, ensuring strength and durability. The structure is designed to withstand wind speeds up to 200 km/h and has an estimated lifespan of 50 years. Environmental impact assessments confirm minimal disruption to river flow and aquatic life. Overall, the project offers a sustainable, resilient, and efficient solution for river-crossing infrastructure.
References
[1] M. S. Kong, S. S. Yhim, S. H. Son, and D. Y. Kim, “Dynamic analysis of the multiple-arch bowstring bridge and conventional arch subjected to moving loads,” Steel Structures, vol. 6, no. 3, pp. 227–236, 2006. [Online]. Available: https://doi.org/10.1007/s00158-006-0010
[2] K. Rane, S. Jaisingh, J. Visuvasam, and S. Sangtiani, “Structural evaluation of bow string and network arch bridge with different design parameters and bracings,” International Journal of Civil Engineering and Technology (IJCIET), vol. 9, no. 3, pp. 45–50, 2018.
[3] F. Greco, P. Lonetti, and A. Pascuzzo, “Structural integrity of tied arch bridges affected by instability phenomena,” Procedia Structural Integrity, vol. 18, pp. 891–902, 2019. [Online]. Available: https://doi.org/10.1016/j.prostr.2019.08.133
[4] S. Akram, M. Umair, M. Alam, and S. M. Anas, “Dynamic response of bowstring-arch highway bridge subjected to above and below decks close-range large explosion,” E3S Web of Conferences, vol. 497, p. 02023, 2024. [Online]. Available: https://doi.org/10.1051/e3sconf/202449702023
[5] P. R. Gollapudi and K. Vidhatha, “Study of effect of rise-span ratio and study of different hanger configuration in the analysis of bowstring arch bridge,” International Journal of Engineering Research, vol. 8, no. 2, pp. 41–45, 2019.
[6] K. Koshi and L. Kottalil, “Performance comparison of through arch bridge at different arch positions,” International Journal of Scientific and Engineering Research (IJSER), vol. 7, no. 6, pp. 515–518, 2016.
[7] R. Răcănel, V. D. Urdăreanu, and A. Radu, “‘Bowstring’ arches in Langer system without wind bracing,” Romanian Journal of Transport Infrastructure, vol. 4, no. 1, pp. 67–77, 2015. [Online]. Available: https://doi.org/10.2478/rjti-2015-0005
[8] P. P. C. A. Gonçalves, Preliminary Design of a Bowstring Tied-Arch Deck, MSc Thesis, Instituto Superior Técnico, University of Lisbon, Portugal, 2012. [Online]. Available: https://fenix.tecnico.ulisboa.pt/downloadFile/395142343222/dissertacao.pdf
[9] Indian Roads Congress, IRC:6-2014 – Standard Specifications and Code of Practice for Road Bridges, Section II – Loads and Stresses, New Delhi, India: IRC, 2014.
[10] M. Aamir, “Finite element analysis of bowstring arch bridge under blast loading,” E3S Web of Conferences, vol. 497, page 02024, 2024. [Online]. Available: https://doi.org/10.1051/e3sconf/202449702024
[11] Indian Roads Congress, IRC:6-2000 – Standard Specifications and Code of Practice for Road Bridges, Section II – Loads and Stresses, New Delhi, India: IRC, 2000.
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