Moderately large deflection of slightly curved layered beams with interlayer slip

نویسندگان

چکیده

Abstract This paper presents a beam theory for analyzing the static response of slightly curved three-layer beams with interlayer slip. Since are supposed to be immovably supported, membrane stresses develop even at moderately large deflections and becomes geometrically nonlinear. The is based on layerwise application Euler–Bernoulli linear elastic constitutive law interlaminar displacements. In three examples, accuracy this shown by comparing results outcomes more complex finite element analysis assuming plane stress state. These examples demonstrate effect small initial deflection nonlinear considered layered structural members.

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ژورنال

عنوان ژورنال: Archive of Applied Mechanics

سال: 2022

ISSN: ['1432-0681', '0939-1533']

DOI: https://doi.org/10.1007/s00419-022-02119-z