is referenced by Reply to “Comments on ‘Large deflection and rotation of Timoshenko beams with frictional end supports under three-point bending’ ” [C. R. Mecanique 345 (2017), doi:10.1016/j.crme.2017.01.004]
The paper discusses certain limitations of the analytical solution presented in this article [1]. It is demonstrated that the solution is valid only for small deflections of an inextensible beam.
Accepted:
Published online:
Milan Batista 1
@article{CRMECA_2017__345_4_293_0, author = {Milan Batista}, title = {Comments on {{\textquoteleft}Large} deflection and rotation of {Timoshenko} beams with frictional end supports under three-point bending{\textquoteright} {[Comptes} rendus {Mecanique} 344 (8) (2016) 556{\textendash}568]}, journal = {Comptes Rendus. M\'ecanique}, pages = {293--297}, publisher = {Elsevier}, volume = {345}, number = {4}, year = {2017}, doi = {10.1016/j.crme.2017.01.004}, language = {en}, }
TY - JOUR AU - Milan Batista TI - Comments on ‘Large deflection and rotation of Timoshenko beams with frictional end supports under three-point bending’ [Comptes rendus Mecanique 344 (8) (2016) 556–568] JO - Comptes Rendus. Mécanique PY - 2017 SP - 293 EP - 297 VL - 345 IS - 4 PB - Elsevier DO - 10.1016/j.crme.2017.01.004 LA - en ID - CRMECA_2017__345_4_293_0 ER -
%0 Journal Article %A Milan Batista %T Comments on ‘Large deflection and rotation of Timoshenko beams with frictional end supports under three-point bending’ [Comptes rendus Mecanique 344 (8) (2016) 556–568] %J Comptes Rendus. Mécanique %D 2017 %P 293-297 %V 345 %N 4 %I Elsevier %R 10.1016/j.crme.2017.01.004 %G en %F CRMECA_2017__345_4_293_0
Milan Batista. Comments on ‘Large deflection and rotation of Timoshenko beams with frictional end supports under three-point bending’ [Comptes rendus Mecanique 344 (8) (2016) 556–568]. Comptes Rendus. Mécanique, Volume 345 (2017) no. 4, pp. 293-297. doi : 10.1016/j.crme.2017.01.004. https://comptes-rendus.academie-sciences.fr/mecanique/articles/10.1016/j.crme.2017.01.004/
[1] Large deflection and rotation of Timoshenko beams with frictional end supports under three-point bending, C. R. Mecanique, Volume 344 (2016) no. 8, pp. 556-568
[2] The large deflection of simply supported beams, Philos. Mag. Ser. 7, Volume 38 (1947), pp. 905-911
[3] Flexible Bars, Butterworths Scientific Publications, vol. VIII, Butterworths, London, 1962 (220 p)
[4] Elliptic integral solutions of plane elastica with axial and shear deformations, Int. J. Solids Struct., Volume 26 (1990) no. 4, pp. 375-390
[5] Exact solutions for the buckling and postbuckling of shear-deformable beams, Acta Mech., Volume 224 (2013) no. 7, pp. 1493-1525
[6] Analytical solution for large deflection of Reissner's beam on two supports subjected to central concentrated force, Int. J. Mech. Sci., Volume 107 (2016), pp. 13-20
[7] Large deflections of a beam subject to three-point bending, Int. J. Non-Linear Mech., Volume 69 (2015), pp. 84-92
[8] Mathematical theory of deflection of beam, Philos. Mag. Ser. 7, Volume 37 (1946) no. 275, pp. 855-862
[9] Introduction to Calculus and Analysis, Wiley, New York, 1965 (2 vols)
[10] A continuum-mechanics interpretation of Reissner's non-linear shear-deformable beam theory, Math. Comput. Model. Dyn. Syst., Volume 17 (2011) no. 1, pp. 19-29
[11] Nonlinear Problems of Elasticity, Appl. Math. Sci., Springer, New York, 2005 (xviii+831 p)
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