Finite Element Investigation of Space Trusses with Concrete Filled Tubular Steel Members | ||||
| Journal of Integrated Engineering and Technology | ||||
| Article 4, Volume 1, Issue 1, 2024, Page 40-54 PDF (1.99 MB) | ||||
| Document Type: Full papers | ||||
| DOI: 10.21608/jiet.2024.266207.1002 | ||||
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| Authors | ||||
mohamed ibrahem Mousa   1; Kamel Sayed Ahmed Kandee 2; Maher Mostafa Elabd 3
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| 1Higher Institute of Engineering and Technology in Kafr El-sheikh, Egypt | ||||
| 2Civil Engineering, Faculty of Engineering, Menofia University, Egypt | ||||
| 3Civil Engineering Dept., Faculty of Engineering, Menoufia University, Shibin Elkom, Egypt | ||||
| Abstract | ||||
| Space trusses are three-dimensional structural systems which widely used in recent decades to cover large areas like halls, stadiums, and airports. The space trusses provided a lightweight and economical solution with fast construction. Traditional space trusses were made of hollow steel tube members that connected in joints of trusses. The paper presents a new composite technique to improve the behavior of space trusses. The hollow steel members were replaced with concrete-filled tubular steel members (CFST). The paper presents an investigation of Space Trusses with CFST Members through finite element modeling. The space trusses had a real scale with square dimensions of 20000 mm x 20000 mm. The paper presented parameters like truss member length and CFST member's location. The investigation presented results like ultimate load and cross-ponding central deflection. The investigation reported the replacement of hollow steel members with CFST elements in space trusses, led to an improvement in the behavior of space steel trusses. | ||||
| Keywords | ||||
| steel; concrete; space truss; concrete filled tubular steel and finite element | ||||
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