Elastic Critical Resistance of the Simple Beam Grillage Resulting from the Lateral Torsional Buckling Condition: FEM Modelling and Analytical Considerations. [PDF]
Materials (Basel), 2023 Piotrowski R, Szychowski A, Vičan J.
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Numerical study on the cyclic behavior of the stiffened steel plate shear walls containing sandwich panels with corrugated core. [PDF]
Sci RepZhang S, Zhang P, Wang S, Ghiasvand A.
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Investigation of cyclic behavior of steel-concrete composite coupling beams with axial rib corrugated webs. [PDF]
Sci RepLiu Y, Sun F, Jiao L, Pan H, Xu D.
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Numerical Study on the Shear Behavior of a Late-Model Cold-Formed Stainless Steel C-Shaped Beam. [PDF]
Materials (Basel)Huangfu SE +4 more
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Chiral multi-curved shell metamaterials integrating compression-torsion and buckling mechanisms for ideal energy absorption. [PDF]
Nat CommunLiu CX +5 more
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Numerical Design Calculation According to EN 1993-1-14 of Innovative Thin-Walled Columns with Sectional Transverse Strengthening. [PDF]
Materials (Basel)Szewczyk S, Semko V, Studziński R.
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Research on Bi-Objective Optimization of Injection Molding Process and Mechanical Anisotropy of Glass Fiber-Reinforced Polypropylene Fan Face Shell Based on RSM and NSGA-II. [PDF]
Polymers (Basel)Yang M, Yan S, Liu J, Li F, Yao J, Li Y.
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On Numerical and Analytical Investigation of the Effectiveness of Strengthening of Steel Columns-Case Study. [PDF]
Materials (Basel)Szafran J +2 more
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Web tension field action of a stainless steel section with stiffened web and folded flanges under bending and shear interaction. [PDF]
Sci RepHuangfu SE +5 more
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Unfurling packed-flat tubes into self-locked stiff structures. [PDF]
Proc Natl Acad Sci U S APasini D.
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