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• W2237134890 abstract "ABSTRACTThe objective of this work is to propose an analytical solution for the thermomechanical initial post-buckling response of a thick beam resting on a linear elastic foundation and subject to a uniform temperature rise throughout its cross-section. The thermal strain is assumed to follow a linear law with the temperature rise and the material properties are considered temperature independent. The beam cross-section geometrical properties are constant along the beam length, and the formulation is consistent with the small strain assumption. The beam ends are assumed pinned and immovable, thermal expansion is not allowed and as a consequence compressive forces arise and the beam may buckle. If the temperature is increased further, the beam continues to deflect laterally, hence the problem is geometrically non-linear. In addition, the model is appropriate to describe the behavior of short beams as it takes into account transverse shear deformations. The governing equations are derived and made non-dime..." @default.
• W2237134890 created "2016-06-24" @default.
• W2237134890 creator A5010545291 @default.
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• W2237134890 date "2016-01-02" @default.
• W2237134890 modified "2023-09-26" @default.
• W2237134890 title "Thermomechanical initial post-buckling of Timoshenko's beam on elastic foundations" @default.
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• W2237134890 doi "https://doi.org/10.1080/01495739.2015.1123586" @default.
• W2237134890 hasPublicationYear "2016" @default.
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