Instability of FGM rectangular hollow section (RHS) beam element under combined bending and compressive loads

• Autorzy: Saoula Abdelkader , Benyamina Abdelrahmane B. , Meftah Sid Ahmed , Tounsi Abdelouahed , Alashker Yasser , Khedher Khaled Mohamed

Identyfikatory

DOI

10.1007/s43452-024-00943-4

• Języki publikacji: EN

Abstrakty

EN

In this paper, stability analysis of thin-walled functionally graded (FG) sandwich box beams under combined bending and axial forces was carried out. Based on higher order theory that includes sectional distortion and warping, a nonlinear displacement field of closed cross-section is adopted. The energy principle is applied in the context of elastic behavior of materials. Simple power-law is used to adjust the material properties in the thickness direction of each wall of FGM box beam. Ritz's method is adopted to obtain the nonlinear coupled equilibrium equations, and then the critical loads are obtained by means of the corresponding tangent stiffness matrix. A Finite Element simulation performed with the code ABAQUS software is used to verify the efficiency and accuracy of the present approach in lateral torsional buckling predictions. The effects of the power-law index and skin–core-skin thickness ratios on the critical loads of FG sandwich box beams are presented through several case studies. Moreover, the numerical solutions show that the previous effects play a significant role in the stability analysis of FG sandwich box beams.

Słowa kluczowe

EN

instability; lateral torsional buckling; FG box beams; Ritz method; thin-walled structures

PL

niestabilność; belka skrzynkowa; metoda Ritza; konstrukcja cienkościenna

• Wydawca: Springer ; Wrocław University of Science and Technology
• Czasopismo: Archives of Civil and Mechanical Engineering
• Rocznik: 2024
• Tom: Vol. 24, no. 3
• Strony: art. no. e140, 2024
• Opis fizyczny: Bibliogr. 40 poz., rys., tab., wykr.

Twórcy

autor

Saoula Abdelkader

• Department of Civil Engineering, University of Ibn Khaldoun, BP 78 Zaaroura, 14000 Tiaret, Algeria
• Laboratoire de L’Ingénierie Mécanique, Matériaux et Structures-LIMMaS, Université de Tissemsilt, Ben Hamouda, BP 38004, Tissemsilt, Algeria

autor

Benyamina Abdelrahmane B.

• Department of Civil Engineering, University of Ibn Khaldoun, BP 78 Zaaroura, 14000 Tiaret, Algeria
• Laboratoire de L’Ingénierie Mécanique, Matériaux et Structures-LIMMaS, Université de Tissemsilt, Ben Hamouda, BP 38004, Tissemsilt, Algeria

autor

Meftah Sid Ahmed

• Laboratoire des Structures et Matériaux Avancés Dans Le Génie Civil et Travaux Publics, Université Djillali Liabes, Sidi Bel Abbes, Algérie

autor

Tounsi Abdelouahed

• Department of Civil and Environmental Engineering, King Fahd University of Petroleum & Minerals, 31261 Dhahran, Eastern Province, Saudi Arabia
• Department of Civil and Environmental Engineering, Lebanese American University, 309 Bassil Building, Byblos, Lebanon
• Material and Hydrology Laboratory, Faculty of Technology, Civil Engineering Department, University of Sidi Bel Abbes, Sidi Bel Abbes, Algeria

• https://orcid.org/0000-0002-5601-3228

autor

Alashker Yasser

• Department of Civil Engineering, College of Engineering, King Khalid University, 61421 Abha, Saudi Arabia

autor

Khedher Khaled Mohamed

• Department of Civil Engineering, College of Engineering, King Khalid University, 61421 Abha, Saudi Arabia

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Uwagi

Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki (2025)