Analysis of Deflection in Composite Bridge Girder Under Live and Dead Load Using SAP2000
DOI:
https://doi.org/10.37253/leader.v3i1.10610Keywords:
SAP2000 Bridge Girder Composite Bridge Live Load Dead LoadAbstract
The process of building a transportation infrastructure presents a unique challenge in the field of civil engineering. Bridges play an important role in supporting human mobility and transportation, as well as in delivering goods and services to various locations. A bridge structure must not suffer excessive deflection to have good service capabilities. This research seeks to find the amount of deflection of composite girder under live load and dead load. By inserting the load that occurs, this study wants to identify the deflection that happens using SAP2000 software. SAP200 is a sophisticated software application widely used in the field of structural engineering for the analysis and design of various types of structures. SAP2000 enables engineers to evaluate the behaviour of structures under different loading conditions, including static and dynamic loads, ensuring that designs meet required safety and performance standards. The findings show that based on the RSNI T-03-2005 Standard, the maximum deflection tolerance is L/240, where L is known as the total bridge span, which is 17.5 cm, while after being analysed by SAP2000, it is known that the total deflection that occurred on the composite girder is 17,2 cm. The findings underscore the importance of using advanced simulation tools like SAP2000 to predict structural behaviour accurately. This research highlights the necessity of precise deflection analysis in civil engineering projects to ensure that transportation infrastructure can withstand the loads they will encounter during their service life. This research is designed to serve as a reference for challenges discovered for future research.
References
[1] S. A. Argyroudis, S. Α. Mitoulis, M. G. Winter and A. M. Kaynia, "Fragility of transport assets exposed to multiple hazards: State-of-the-art review toward infrastructural resilience," Reliability Engineering & System Safety, vol. 191, p. 106567, 2019.
[2] M. Ghosn, F. Moses and D. M. Frangopol, "Redundancy and robustness of highway bridge superstructures and substructures," Structures and Infrastructure Systems, pp. 376-397, 2019.
[3] Z. Kala, "Global sensitivity analysis of reliability of structural bridge system," Engineering Structures, vol. 194, pp. 36-45, 2019.
[4] C. Bedon, D. Honfi, K. V. Machalická, M. Eliášová, M. Vokáč, M. Kozłowski and N. W. Portal, "Structural characterisation of adaptive facades in Europe–Part I: Insight on classification rules, performance metrics and design methods," Journal of Building Engineering, vol. 25, p. 100721, 2019.
[5] Y. An, E. Chatzi, S. H. Sim, S. Laflamme, B. Blachowski and J. Ou, "Recent progress and future trends on damage identification methods for bridge structures," Structural Control and Health Monitoring, vol. 26, no. 10, p. e2416, 2019.
[6] A. R. Ramadhan, P. R. T. Naibaho and K. Sembiring, "Analisis Displacement Dan Partisipasi Massa Struktur Jembata Terhadap Beban Gempa (Studi Kasus: Pembangunan Jembatan Jalan TOL Ruas Besuki-Asembagus)," Jurnal Cakrawala Ilmiah, vol. 1, no. 12, pp. 3285-3294, 2022.
[7] M. Abduh, S. N. Sukardi, R. D. Wirahadikusumah, C. Z. Oktaviani and S. N. Bahagia, "Maturity of procurement units for public construction projects in Indonesia," International Journal of Construction Management, vol. 23, no. 13, pp. 2171-2184, 2023.
[8] A. M. Abdallah, R. A. Atadero and M. E. Ozbek, "A comprehensive uncertainty-based framework for inspection planning of highway bridges," Infrastructures, vol. 6, no. 2, p. 27, 2021.
[9] X. Han, D. Y. Yang and D. M. Frangopol, "Risk-based life-cycle optimization of deteriorating steel bridges: Investigation on the use of novel corrosion resistant steel," Advances in Structural Engineering, vol. 24, no. 8, pp. 1668-1686, 2021.
[10] Y. An, E. Chatzi, S. H. Sim, S. Laflamme, B. Blachowski and J. Ou, "Recent progress and future trends on damage identification methods for bridge structures," Structural Control and Health Monitoring, vol. 26, no. 10, p. e2416, 2019.
[11] I. Pangesti, A. I. Rifai and J. Prasetijo, "The Horizontal Curved Geometric Planning Using the Autocad® Civil 3D Method on Tanah Merah Road, Banjarbaru City, South Kalimantan," Indonesian Journal of Multidisciplinary Science, vol. 1, no. 1, pp. 265-287, 2022.
[12] E. O. Joice, A. I. Rifai and M. Taufik, "The Link Road Design of Jalan Plupuh Tanon And Jalan Gabugan Section 1, Sragen Indonesia," Indonesian Journal of Multidisciplinary Science, vol. 1, no. 1, pp. 211-223, 2022.
[13] J. Abed, S. Rayburg, J. Rodwell and M. Neave, "A Review of the Performance and Benefits of Mass Timber as an Alternative to Concrete and Steel for Improving the Sustainability of Structures," Sustainability, vol. 14, no. 9, p. 5570, 2022.
[14] R. A. Agustino, A. I. Rifai and S. Handayani, "A Comparative Effectiveness Analysis of The Users of Public Transportation and Private Transportation for Employees: A Case of Cinere-Lebak Bulus Route," Indonesian Journal of Multidisciplinary Science, vol. 1, no. 1, pp. 178-188, 2022.
[15] R. B. Nugroho, A. I. Rifai and A. F. Akhir, "The Geometric Design of Horizontal Alignment: A Case of Bojonggede-Kemang Area Route, West Java Indonesia," Indonesian Journal of Multidisciplinary Science, vol. 1, no. 1, pp. 331-343, 2022.
[16] M. Ghosn, F. Moses and D. M. Frangopol, "Redundancy and robustness of highway bridge superstructures and substructures," Structures and Infrastructure Systems, pp. 376-397, 2019.
[17] P. A. Montenegro, H. Carvalho, D. Ribeiro, R. Calçada, M. Tokunaga, M. Tanabe and W. M. Zhai, "Assessment of train running safety on bridges: a literature review," Engineering Structures, vol. 241, p. 112425, 2021.
[18] S. Salsabila, A. I. Rifai and M. Taufik, "The Geometric Design of Horizontal Curves Using The Autocad Civil 3D® Method: A Case Study of Trans Flores Roads," Indonesian Journal of Multidisciplinary Science, vol. 1, no. 1, pp. 251-264, 2022.
[19] M. F. Apriansyah, A. I. Rifai and S. Handayani, "The Comparative Analysis of Mudik Mode Transportation: A Case of PT Adirona Nirmana Lestari Employer, Indonesia," Indonesian Journal of Multidisciplinary Science, vol. 1, no. 1, pp. 140-152, 2022.
[20] A. I. Rifai, S. Banu and S. Handayani, "Modal Choice Analysis of Electric Railway Train and Private Vehicle for Travelers in Mangga Dua With Stated Preference Method," Indonesian Journal of Multidisciplinary Science, vol. 1, no. 1, pp. 460-470, 2022.
[21] S. M. Hubbard and B. Hubbard, "A review of sustainability metrics for the construction and operation of airport and roadway infrastructure," Frontiers of Engineering Management, vol. 6, pp. 433-452, 2019.
[22] K. Anastasiades, J. Blom, M. Buyle and A. Audenaert, "Translating the circular economy to bridge construction: Lessons learnt from a critical literature review," Renewable and Sustainable Energy Reviews, vol. 117, p. 109522, 2020.
[23] I. R. Andito, A. I. Rifai and A. F. Akhir, "The Design of Alignment Horizontal Using Indonesia Highway Design Standard: A Case of Jalan Babat–Tapen, East Java," Indonesian Journal of Multidisciplinary Science, vol. 1, no. 1, pp. 199-210, 2022.
[24] L. P. Joseph, A. I. Rifai and M. Taufik, "The Unsignaled Intersection Performance Analysis of Arterial Access Road at Karawang Barat 1Toll Gate, West Java," Indonesian Journal of Multidisciplinary Science, vol. 1, no. 1, pp. 451-459, 2022.
[25] B. R. Manurung, A. I. Rifai and S. Handayani, "The Passenger Satisfaction Analysis of Commuter Line Facility: A Case of Manggarai Station, Indonesia," Indonesian Journal of Multidisciplinary Science, vol. 1, no. 1, pp. 419-426, 2022.
[26] N. Bui, "Implementation of Building Information modeling in Vietnamese infrastructure construction: A case study of institutional influences on a bridge project," The Electronic Journal of Information Systems in Developing Countries , vol. 86, no. 4, p. e12128, 2020.
[27] Y. An, E. Chatzi, S. H. Sim, S. Laflamme, B. lachowski and J. Ou, "Recent progress and future trends on damage identification methods for bridge structures," Structural Control and Health Monitoring, vol. 26, no. 10, p. e2416, 2019.
[28] A. Nettis, P. Iacovazzo, D. Raffaele, G. Uva and J. M. Adam, "Displacement-based seismic performance assessment of multi-span steel truss bridges," Engineering Structures, vol. 254, p. 113832, 2022.
[29] V. N. Heggade, "The conceptual Design of Bridges: Form finding and aesthetics," Structural Engineering International, vol. 31, no. 4, pp. 622-637, 2021.
[30] H. Hao, K. Bi, W. Chen, T. M. Pham and J. Li, "Towards next generation design of sustainable, durable, multi-hazard resistant, resilient, and smart civil engineering structures," Engineering Structures, vol. 277, p. 115477, 2023.
[31] M. Kripka, V. Yepes and C. J. Milani, "Selection of sustainable short-span bridge design in Brazil," Sustainability, vol. 11, no. 5, p. 1307, 2019.
[32] X. Han, D. Y. Yang and D. M. Frangopol, "Optimum maintenance of deteriorated steel bridges using corrosion resistant steel based on system reliability and life-cycle cost," Engineering Structures , vol. 243, p. 112633, 2021.
[33] D. K. Kamde and R. G. Pillai, "Effect of surface preparation on corrosion of steel rebars coated with cement-polymer-composites (CPC) and embedded in concrete," Construction and Building Materials, vol. 237, p. 117616, 2020.
[34] P. Pradhananga, M. ElZomor and G. M. Gada, "Investigating the impact of alternative technical concepts for project delivery of accelerated bridge construction," Journal of Legal Affairs and Dispute Resolution in Engineering and Construction, vol. 15, no. 2, p. 04522059, 2023.
[35] Y. An, E. Chatzi, S. H. Sim, S. Laflamme, B. Blachowski and J. Ou, "Recent progress and future trends on damage identification methods for bridge structures," Structural Control and Health Monitoring, vol. 26, no. 10, p. e2416, 2019.
[36] Y. An, E. Chatzi, S. H. Sim, S. Laflamme, B. Blachowski and J. Ou, "Recent progress and future trends on damage identification methods for bridge structures," Structural Control and Health Monitoring, vol. 26, no. 10, p. e2416, 2019.
[37] K. Yang, H. Wang and Z. Liu, "Evaluation on mechanical properties of high‐performance biocomposite bridge deck structure: a review," Polymer Composites, vol. 42, no. 12, pp. 6265-6297, 2021.
[38] Y. An, E. Chatzi, S. H. Sim, S. Laflamme, B. Blachowski and J. Ou, "Recent progress and future trends on damage identification methods for bridge structures," Structural Control and Health Monitoring, vol. 26, no. 10, p. e2416, 2019.
[39] S. Han, Q. Li, Z. Cui, X. P. Y. Miao, L. Chen and Y. Li, "Non-destructive testing and structural health monitoring technologies for carbon fiber reinforced polymers: a review," Nondestructive Testing and Evaluation, pp. 1-37, 2024.
[40] M. Mortagi and J. Ghosh, "Consideration of climate change effects on the seismic life-cycle cost analysis of deteriorating highway bridges," Journal of Bridge Engineering, vol. 27, no. 2, p. 04021103, 2022.
[41] J. S. Jensen, "Innovative and sustainable operation and maintenance of bridges.," Structure and Infrastructure Engineering, vol. 16, no. 1, pp. 72-83, 2020.
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