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It is shown that laser ablation pretreatment under oxygen‐free conditions enables copper–aluminium bonding at significantly lower deformation degrees and improved properties compared to mechanical brushing. Laser ablation further increases interface contact area and induces favourable residual stress states and microstructural compatibility ...
Khemais Barienti +11 more
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Oxidation-Induced Scaffold Remodeling in <i>Ainsliaea</i> Disesquiterpenoids: Total Synthesis of Macrocephadiolide A. [PDF]
Gennaiou K, Zografos AL.
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Uncertainty undermines the validity of antimicrobial pharmacodynamics. [PDF]
Woodward AP.
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Indole Loss: Hypertensive Link Between Dysbiosis and Diastolic Heart Failure. [PDF]
Horner KB, Mutchler AL.
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A discrete model for analyzing the free vibrations of a non-uniform 2D-FGM beam under elastic foundations and different support conditions. [PDF]
Moukhliss A, Rahmouni A, Benamar R.
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Visual Dependence and Fall Risk in Dementia: Implications for Sensory Re-Weighting Strategies. [PDF]
Chu YC, Huang CC.
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Buckling of simply‐supported skew plates
International Journal for Numerical Methods in Engineering, 1978AbstractThe difficulties associated with the solution of the skew plate buckling problem are described, and the work of other writers is summarized.By solving a numerical example, the relative advantages of two proposed refinements to the finite element displacement method are demonstrated: A technique of boundary condition relaxation appears justified
Edwardes, R. J., Kabaila, A. P.
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Journal of the Structural Division, 1960
Support by two parallel boundaries, each composed of two semi-infinite straight lines meeting at right angles uniformly loaded, is considered; bending and twisting moments and shears and boundary reactions in plate are determined by finite-difference integration of corresponding boundary value problem; penetration into side strips of disturbance ...
Mario G. Salvadori, H. C. Reggini
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Support by two parallel boundaries, each composed of two semi-infinite straight lines meeting at right angles uniformly loaded, is considered; bending and twisting moments and shears and boundary reactions in plate are determined by finite-difference integration of corresponding boundary value problem; penetration into side strips of disturbance ...
Mario G. Salvadori, H. C. Reggini
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