Optimization of the Combination of Bolt Position Models and Welding Directions for Tensile Strength

Optimization of the Combination of Bolt Position Models and Welding Directions for Tensile Strength

  IJETT-book-cover           
  
© 2023 by IJETT Journal
Volume-71 Issue-8
Year of Publication : 2023
Author : M. Saripuddin, Ahmad Syarif Sukri, Sriwati
DOI : 10.14445/22315381/IJETT-V71I8P216

How to Cite?

M. Saripuddin, Ahmad Syarif Sukri, Sriwati, "Optimization of the Combination of Bolt Position Models and Welding Directions for Tensile Strength," International Journal of Engineering Trends and Technology, vol. 71, no. 8, pp. 176-190, 2023. Crossref, https://doi.org/10.14445/22315381/IJETT-V71I8P216

Abstract
Research on combination bolted and welded joints by simulating the position of four bolts on combined plate joints with the types of Longitudinal, Transverse, and Combined welding directions (Longitudinal-Transverse) as the development of welded joints of various types of welding directions and bolted joints of various types of several bolts. The connection specimen tensile testing process directly produces the ratio of tensile strength, loading, and elongation at proportional, ultimate, and breaking conditions. This study represents a new approach to the tensile strength of the joint model of the combination of bolt positions to the model of the welding direction. The results of the tensile test show that the bolt position model and the type of welding direction given in the connection affect changes in loading and elongation as well as the ratio of the tensile strength of the plate connection. The position of the four-bolt combination system with a square model with a combination of weld directions (Longitudinal-Transverse) with a constant current strength of 140 Ampere has the highest maximum tensile strength value of 347.222 MPa, compared to the rhombic model with a tensile strength value of 302.593 MPa and the line model parallelogram A of 319.907 MPa and the model of a parallelogram B of 324.815 MPa.

Keywords
Optimization, Combination connection, Bolt position model, Welding directions, Tensile strength.

References
[1] Tao Lan, Jinsan Ju, and Mengsha Liu, "Analysis of Ultimate Load-Carrying Capacity of Combined Connection with Bolts and Welds," Journal of Engineering Research, vol. 25, no. 6, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[2] Thierry Béland et al., "Experimental Parametric Characterization of Bolted Angle Connection Behavior," Journal of Structural Engineering, vol. 146, no. 8, 2020.
[CrossRef] [Google Scholar] [Publisher Link]
[3] L Calderón et al., "Experimental Relationship of Tensile Strength and Hardness of Welded Structural Steel," Journal of Physics: Conference Series, vol. 2046, 2021.
[CrossRef] [Google Scholar] [Publisher Link]
[4] Heui-Yung Chang, Ching-Yu Yeh, and Chia-Yu Chen, "Behaviors of Slip-Critical Bolts in Combination with Fillet Welds," Proceedings of International Structural Engineering and Construction, vol. 4, no. 1, 2017.
[CrossRef] [Google Scholar] [Publisher Link]
[5] Juan Chen et al., "Experimental and Numerical Investigation on Seismic Behavior of Detachable Precast Concrete Column Joints with Bolted Flange Plate," Journal of Building Engineering, vol. 49, 2022.
[CrossRef] [Google Scholar] [Publisher Link]
[6] Ying Chen et al., "Dynamic Behaviors of Butt Welds and Fillet Welds Under Intermediate Strain Rate," Journal of Constructional Steel Research, vol. 201, 2023.
[CrossRef] [Google Scholar] [Publisher Link]
[7] Jesus Romero-Hdz et al., "Welding Sequence Optimization using Artificial Intelligence Techniques, An Overview," SSRG International Journal of Computer Science and Engineering, vol. 3, no. 11, pp. 80-85, 2016.
[CrossRef] [Google Scholar] [Publisher Link]
[8] Erica C. Fischer, Amit H. Varma, and Qiaqia Zhu, "Experimental Evaluation of Single-Bolted Lap Joints at Elevated Temperatures," Journal of Structural Engineering, vol. 144, no. 1, 2017.
[CrossRef] [Google Scholar] [Publisher Link]
[9] Peng Gao et al., "Fatigue Behavior of Low Alloy Structural Steel Single-Lap Bolt-Welded Joint," Structures, vol. 29, pp. 1988–1997, 2021.
[CrossRef] [Google Scholar] [Publisher Link]
[10] Evan J. Gerbo, Ashley P. Thrall, and Theodore P. Zoli, "Adjustable Bolted Steel Plate Connection: Measured Behavior of Bolts during Field Installation and Numerical Parametric Investigation," Journal of Structural Engineering, vol. 146, no. 2, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[11] N. Ramasamy et al., "Influence of Welding Sequence on Residual Stresses Induced in As-Welded Plug Weld of Low-Carbon Steel Plate," Transactions of the Indian Institute of Metals, vol. 72, pp. 1361–1369, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[12] Ke Jiang, Ou Zhao, and Kang Hai Tan, "Experimental and Numerical Study of S700 High Strength Steel Double Shear Bolted Connections in Tension," Engineering Structures, vol. 225, 2020.
[CrossRef] [Google Scholar] [Publisher Link]
[13] M. Abhinay, and P. Sampath Rao, "Design and Analysis of an Aerial Scissor Lift," SSRG International Journal of Mechanical Engineering, vol. 1, no. 5, pp. 1-5, 2014.
[CrossRef] [Google Scholar] [Publisher Link]
[14] Markus Kettler, Harald Unterweger, and Paul Zauchner, "Design Model for the Compressive Strength of Angle Members Including Welded End-Joints," Thin-Walled Structures, vol. 175, 2022.
[CrossRef] [Google Scholar] [Publisher Link]
[15] Tao Lan, Jinsan Ju, and Mengsha Liu, "Analysis of Ultimate Load-Carrying Capacity of Combined Connection with Bolts and Welds, "Mechanics of Solid Bodies, vol. 25, no. 6, pp. 426–433, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[16] M. S. Liu et al., "Numerical Modeling and Mechanical Analysis of Combined Connection with Bolts and Welds," Strength of Materials, vol. 48, no. 6, pp. 862–869, 2016.
[CrossRef] [Google Scholar] [Publisher Link]
[17] Jiansuo Ma et al., "Discussion on the Influence of High Strength Bolt's Parameters on the Weld Reinforced Combined Connection with Bolts and Welds," Institute of Physics Publishing Conference Series: Earth and Environmental Science, vol. 128, 2018.
[CrossRef] [Google Scholar] [Publisher Link]
[18] Na Qi et al., "Effect of Laser Power on Tensile Performance of TA15 Laser-Welded Lock Bottom Joint," Metals and Materials International, vol. 27, pp. 4645–4656, 2021.
[CrossRef] [Google Scholar] [Publisher Link]
[19] Yong Jiu Shi et al., "Finite Element Analysis of the Combined Connection with Bolts and Welds," Applied Mechanics and Materials, vol. 94–96, pp. 316–321, 2011.
[CrossRef] [Google Scholar] [Publisher Link]
[20] Prajjwal Paudel et al., "Study on Pre-fabricated Modular and Steel Structures," SSRG International Journal of Civil Engineering, vol. 3, no. 5, pp. 7-14, 2016.
[CrossRef] [Google Scholar] [Publisher Link]
[21] Saleh Suliman Saleh Elfallah, "Study on the Influence of Groove Shape on the Tensile Strength of Commercial Steel," Journal of Engineering Research, pp. 1–15, 2022.
[CrossRef] [Google Scholar] [Publisher Link]
[22] Y. Zeynali et al., "Experimental and Numerical Study of Frictional Effects on Block Shear Fracture of Steel Gusset Plates with Bolted Connections," Thin-Walled Structures, vol. 121, pp. 8–24, 2017.
[CrossRef] [Google Scholar] [Publisher Link]
[23] G. Hossein Farrahi et al., "Analysis of Resistance Spot Welding Process Parameters Effect on the Weld Quality of Three-Steel Sheets Used in the Automotive Industry: Experimental and Finite Element Simulation," International Journal of Engineering, Transactions A: Basics, vol. 33, no. 1, pp. 148–157, 2020.
[CrossRef] [Google Scholar] [Publisher Link]
[24] Ma Jiansuo et al., "The Discussion of the Finite Element Simulation Method of the Combined Connection with Bolts and Welds," Proceedings - 2014 5th International Conference on Intelligent Systems Design and Engineering Applications, pp. 1036–1038, 2014.
[CrossRef] [Google Scholar] [Publisher Link]
[25] N. V. Solodov, and N. V. Vodyakhin, "Experimental Study and Computer Simulation of the Work of Combined Bolt and Weld-in Connections," Lecture Notes in Civil Engineering, vol. 173, pp. 321–327, 2022.
[CrossRef] [Google Scholar] [Publisher Link]