Examination of The Compressive Strength and Buckling Characteristics of Welded H-Beam And Hot-Rolled H-Beam Columns
DOI:
https://doi.org/10.55927/fjst.v5i7.101Keywords:
H-Beam, Hot-Rolled, Welded Built-Up, Buckling, Steel.Abstract
One of the most common types of steel profiles used in column and beam construction is the H-Beam profile. This profile has the characteristics of high flexural strength and cross-sectional efficiency against axial compressive loads. There are two main types of H-Beams in widespread use: hot-rolled (prefabricated) H-Beams and welded (welded assemblies). The use of H-Beam steel profiles as column elements is increasing due to their good compressive capacity and structural efficiency. H-Beam profiles are generally used in hot-rolled and welded-built-up forms, which have different manufacturing characteristics, structural behavior, and fabrication costs. The analysis was conducted using theoretical calculations based on SNI 1729:2020, nonlinear analysis based on the Finite Element Method (FEM) using SAP2000. The parameters evaluated include nominal compressive capacity (Pn), ultimate numerical capacity (Pu), behavior and stability against global buckling, fabrication costs, and the cost-to-capacity ratio. The results showed that the hot-rolled profile had a nominal control compressive capacity of 162,743 kgf and a numerical control ultimate capacity of 193,015 kgf, higher than the welded built-up profile of 158,710 kgf and 189,465 kgf. The hot-rolled profile also showed better stability with a buckling factor of 1.97455, compared to the welded built-up profile of 1.92217. Based on structural and economic evaluations, the hot-rolled H-Beam profile showed more optimal performance than the welded built-up profile under the conditions of this study
References
Afshan, S., & Rossi, B. (2021). Continuous Strength Method for Stainless Steel Welded Columns. Journal of Constructional Steel Research, 185, 106843. https://doi.org/10.1016/j.jcsr.2021.106843
Bandre, A. V, & Joshi, G. (2019). Comparison of Steel Frame using Rolled and PEB Sections for Weight, Cost and Time. International Journal of Research in Engineering, Science and Management (IJRESM), 2(4), 101–105.
Chang, H., Kim, J., Choi, I., & Gencturk, B. (2021). Experimental and numerical investigation of vertical through-plate for concrete-filled steel tube column to H-beam connections. The Structural Design of Tall and Special Buildings, 30(4), e1831. https://doi.org/https://doi.org/10.1002/tal.1831
Chang, X., & He, Q. (2021). Numerical Simulation of Weld-Induced Residual Stresses in H-Beam Columns. Engineering Structures, 244, 112902. https://doi.org/10.1016/j.engstruct.2021.112902
Dou, C., & Pi, Y.-L. (2016). Effects of Geometric Imperfections on Flexural Buckling Resistance of Laterally Braced Columns. https://doi.org/10.1061/(ASCE)ST.1943
Gemechu, M., & Lu, S. (2024). Life cycle cost analysis in Structural Steel Fabrication. Sustainable Construction Journal, 9(3), 221–235.
Gemechu, T. D., & Lu, L. (2024). Analysis of Factors Affecting the Seismic Performance of Widened Flange Connections in Mid-Flange H-Beams and Box Columns. Buildings, 14(10). https://doi.org/10.3390/buildings14103170
Hashim, A., & Malik, R. (2024). Cost and Strength Optimization in Welded vs Hot Rolled Columns. Journal of Structural Engineering, 150(5), 4024015. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003217
Hashim, A., Sweilam, A., Nassar, K., & Essawy, Y. (2024). A Comparative Study Between the Production of Built-Up and Standard Steel Sections: A Simulation Approach. In S. Desjardins, G. J. Poitras, & M. Nik-Bakht (Ed.), Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 3 (pp. 321–335). Springer Nature Switzerland.
Hernández, S. (1998). Optimum Design of Steel Structures. Journal of Constructional Steel Research, 45(2), 107–125. https://doi.org/10.1016/S0143-974X(98)00169-2
Home - worldsteel.org. (n.d.). Retrieved November 2, 2025, from https://worldsteel.org/
Indriyantho, B. R., Purnomo, J., Purwanto, Ottele, M., Han, A. L., & Gan, B. S. (2024). Multicriteria Sensitivity Analysis for Numerical Model Validation of Experimental Data. International Journal of Technology, 15(6), 1644–1662. https://doi.org/10.14716/ijtech.v15i6.7146
Lin, X., & Far, H. (n.d.). Post-buckling Strength of Welded Steel I-Girders with Corrugated Webs.
Londhe, A., & Rane, P. (2024). Comparative Analysis of Conventional Steel Buildings and Pre-Engineered Building Systems. E3S Web of Conferences, 559, 4030. https://doi.org/10.1051/e3sconf/202455904030
Priyono, D., & Abduh, F. (2021). Efficiency of WF Steel Roof Frames with Castella Steel in Warehouse Buildings. Journal of Civil Engineering Research, 8(2), 55–63.
Qiao, L., Zhang, J., & Li, Y. (2025). Finite Element Modeling of Welded Column Compression. International Journal of Structural Engineering, 12(1), 24–37.
Qiao, W., Huang, Z., Cui, K., Li, R., & Meng, L. (2025). Experimental study on monotonic loading of joint of multi-limb assembled cold-formed thin-walled steel concrete composite column and H-shaped steel beam. Structures, 71, 108043. https://doi.org/10.1016/J.ISTRUC.2024.108043
Shen, W., Wang, H., Jiang, Q., & Tian, P. (2025). Experimental and Numerical Studies on the Seismic Performance of Joints Between Steel Beams and Concrete-Filled Steel Tubular Flat Columns. Earthquake Engineering and Resilience, 4(3), 425–434. https://doi.org/https://doi.org/10.1002/eer2.70022
Steel Construction Trends in Indonesia and the World in 2024 | MASTER CARRIER. (n.d.). Retrieved November 2, 2025, from https://mastertukang.co.id/tren-bangun-baja-di-indonesia-dan-dunia-pada-2024/
Tu, Y., Liu, Z., Tu, Y., & Sheng, M. (2025). Computational modeling of residual stress in welded high-strength steel box sections. PLOS ONE, 20(9), e0332445-. https://doi.org/10.1371/journal.pone.0332445
Tuezney, P., Gardner, L., & Wang, Y. (2021). Buckling of Stainless Steel Welded I-section Columns. Thin-Walled Structures, 163, 107–121. https://doi.org/10.1016/j.tws.2020.107121
Varshitha, R., & Rao, K. (2024). A Comparative Study of the Pre-Engineered Building and Conventional Steel Building. Journal of Physics: Conference Series, 2779(1), 12050. https://doi.org/10.1088/1742-6596/2779/1/012050
Yuan, H. X., Wang, Y. Q., Shi, Y. J., & Gardner, L. (2014). Residual stress Distributions in Welded Stainless-Steel Sections. Thin-Walled Structures, 79, 38–51. https://doi.org/10.1016/j.tws.2014.01.022
Zhao, H., & Chen, X. (2025). FEM Validation of Built-Up Column Behavior. Engineering Simulation Review, 18(2), 78–94.
Zhao, X., Shao, X., Fu, Y., & Cao, J. (2025). Experimental studies on shear behavior of steel-UHPC composite beams with Hot-rolled steel members. Engineering Structures, 343, 121002. https://doi.org/10.1016/J.ENGSTRUCT.2025.121002
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