The structural instability of cylindrical shells has long attracted scholarly attention due to its inherently nonlinear response and extensive engineering relevance. Although numerous investigations have examined buckling phenomena arising from individual loading modes such as axial compression or pure torsion, the com...
Nasser Firouzi, N. Madkhali· Symmetry· 0 citations
This study aims to find the impact of lattice-core geometry on the tensile and flexural properties of FDM-printed PETG-sandwich panels. Six core profiles (namely square, circular, elliptical, octagonal, pentagonal and hexagonal) were fabricated under controlled parameters of the FDM and tested based on ASTM D638 and D7...
A. Ogaili, Abdul-Rasool Kareem Jweri, S. Amin et al.· Journal of engineering and a...· 0 citations
Slender structures are highly flexible, spanning several orders of magnitude in length scale. Their deformation depends on the slenderness of their cross sections, highlighting that the elasticity and geometry of structures are intrinsically coupled. The deformation of the cross-section becomes significant, particularl...
Shunsuke Nomura, Satsuki Shibuya, Isamu Hashiguchi et al.· 0 citations
Analytical modeling and numerical simulations are employed in this study to examine the plastic behavior of fully clamped foam-filled hexagonal core sandwich beams (FHCSBs) under transverse loading. A yield criterion is developed for the FHCSB cross-section by considering the combined strength contributions of the fold...
Yiming Cao, Xilin Luo, Yao Wang et al.· International Journal of Pro...· 0 citations
Modular steel construction offers significant advantages in fabrication efficiency, installation speed, and structural adaptability; however, the performance of inter-module connections remains a critical concern, particularly under lateral loading conditions. This study aimed to evaluate the mechanical behavior and st...
Restu Muhammad Farhan, Ahmad Nur Husin, Muhammad Sigit Darmawan· Journal of social research· 0 citations
The utilisation of stiffened fibre-reinforced polymer (FRP) box-beams is highly advantageous for lightweight bridge structures; however, their design is computationally intensive due to anisotropy and buckling sensitivity. This study presents a computationally efficient artificial neural network (ANN) model for predict...
D. S, Kanimozhi Suguna S, Anbarasu M et al.· Proceedings of the Instituti...· 0 citations
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