TY - JOUR
T1 - Beam bending solutions based on nonlocal Timoshenko beam theory
AU - Wang, C. M.
AU - Kitipornchai, S.
AU - Lim, C. W.
AU - Eisenberger, M.
PY - 2008/6
Y1 - 2008/6
N2 - This paper is concerned with the bending problem of micro- and nanobeams based on the Eringen nonlocal elasticity theory and Timoshenko beam theory. In the former theory, the small-scale effect is taken into consideration while the effect of transverse shear deformation is accounted for in the latter theory. The governing equations and the boundary conditions are derived using the principle of virtual work. General solutions for the deflection, rotation, and stress resultants are presented for transversely loaded beams. In addition, specialized bending solutions are given for beams with various end conditions. These solutions account for a better representation of the bending behavior of short, stubby, micro- and nanobeams where the small-scale effect and transverse shear deformation are significant. Considering particular loading and boundary conditions, the effects of small-scale and shear deformation on the bending results may be observed because of the analytical forms of the solutions. © 2008 ASCE.
AB - This paper is concerned with the bending problem of micro- and nanobeams based on the Eringen nonlocal elasticity theory and Timoshenko beam theory. In the former theory, the small-scale effect is taken into consideration while the effect of transverse shear deformation is accounted for in the latter theory. The governing equations and the boundary conditions are derived using the principle of virtual work. General solutions for the deflection, rotation, and stress resultants are presented for transversely loaded beams. In addition, specialized bending solutions are given for beams with various end conditions. These solutions account for a better representation of the bending behavior of short, stubby, micro- and nanobeams where the small-scale effect and transverse shear deformation are significant. Considering particular loading and boundary conditions, the effects of small-scale and shear deformation on the bending results may be observed because of the analytical forms of the solutions. © 2008 ASCE.
KW - Beams
KW - Bending
KW - Elasticity
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UR - https://www.scopus.com/record/pubmetrics.uri?eid=2-s2.0-43949115888&origin=recordpage
U2 - 10.1061/(ASCE)0733-9399(2008)134:6(475)
DO - 10.1061/(ASCE)0733-9399(2008)134:6(475)
M3 - RGC 21 - Publication in refereed journal
SN - 0733-9399
VL - 134
SP - 475
EP - 481
JO - Journal of Engineering Mechanics
JF - Journal of Engineering Mechanics
IS - 6
ER -