Article ID Journal Published Year Pages File Type
4928649 Thin-Walled Structures 2017 13 Pages PDF
Abstract
Successively, by means of multivariate non linear regression analyses, empirical relationships are provided in order to predict both the non-dimensional ultimate flexural resistance and the rotation capacity of RHS temper T6 aluminium alloy beams, starting from their geometrical and mechanical properties.
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Physical Sciences and Engineering Engineering Civil and Structural Engineering
Preview
Ultimate behaviour of RHS temper T6 aluminium alloy beams subjected to non-uniform bending: Parametric analysis
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