Comptes Rendus
Large deflection and rotation of Timoshenko beams with frictional end supports under three-point bending
Comptes Rendus. Mécanique, Volume 344 (2016) no. 8, pp. 556-568.

Three-point bending of a beam is studied based on the Timoshenko beam theory. Large deflection and large rotation of a beam resting on simple supports with friction are calculated for a concentrated force acting at the midspan. Using the Lagrangian kinematic relations, a system of non-linear differential equations are obtained for a prismatic shear-deformable Timoshenko beam. Exact solutions for the deflection, horizontal displacement, and rotation of cross-section are derived analytically. Two deflections of small and large scale exist under three-point bending. The solutions corresponding to linearized model coincide with the well-known solutions to the classical Timoshenko beams. Numerical calculations are carried out to show the effect of the important parameters such as shear rigidity of the beam and the coefficient of friction at the contact position between the beam and supports on the deflection. The load–deflection curves are graphically presented. A comparison of large deflections and large rotations with their classical counterparts and with experimental data is made. The obtained results are useful in safety design of linear and non-linear beams subject to three-point bending.

Reçu le :
Accepté le :
Publié le :
DOI : 10.1016/j.crme.2016.01.007
Mots clés : Geometric nonlinearity, Timoshenko beam, Large deflection, Large rotation, Three-point bending, Frictional support

Dao-Kui Li 1 ; Xian-Fang Li 2

1 College of Aerospace Science and Engineering, National University of Defense Technology, Changsha 410073, PR China
2 School of Civil Engineering, Central South University, Changsha 410075, PR China
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Dao-Kui Li; Xian-Fang Li. Large deflection and rotation of Timoshenko beams with frictional end supports under three-point bending. Comptes Rendus. Mécanique, Volume 344 (2016) no. 8, pp. 556-568. doi : 10.1016/j.crme.2016.01.007. https://comptes-rendus.academie-sciences.fr/mecanique/articles/10.1016/j.crme.2016.01.007/

[1] C.M. Wang; K.Y. Lam; X.Q. He; S. Chucheepsakul Large deflections of an end supported beam subjected to a point load, Int. J. Non-Linear Mech., Volume 32 (1997), pp. 63-72

[2] H. Tari On the parametric large deflection study of Euler–Bernoulli cantilever beams subjected to combined tip point loading, Int. J. Non-Linear Mech., Volume 49 (2013), pp. 90-99

[3] M. Batista Large deflections of a beam subject to three-point bending, Int. J. Non-Linear Mech., Volume 69 (2015), pp. 84-92

[4] P. Seide Large deflections of a simply supported beam subjected to moment at one end, J. Appl. Mech., Volume 51 (1984), pp. 519-525

[5] S. Chucheepsakul; S. Buncharoen; C.M. Wang Large deflection of beams under moment gradient, J. Eng. Mech., Volume 120 (1994), pp. 1848-1860

[6] S. Chucheepsakul; S. Buncharoen; T. Huang Elastica of simple variable-arc-length beam subjected to end moment, J. Eng. Mech., Volume 121 (1995), pp. 767-772

[7] C.M. Wang; S. Kitipornchai Shooting optimization technique for large deflection analysis of structural members, Eng. Struct., Volume 14 (1992), pp. 231-240

[8] M. Dado; S. Al-Sadder A new technique for large deflection analysis of non-prismatic cantilever beams, Mech. Res. Commun., Volume 32 (2005), pp. 692-703

[9] L. Chen An integral approach for large deflection cantilever beams, Int. J. Non-Linear Mech., Volume 45 (2010), pp. 301-305

[10] T. Belendez; M. Perez-Polo; C. Neipp; A. Belendez Numerical and experimental analysis of large deflections of cantilever beams under a combined load, Phys. Scr. T, Volume 118 (2005), pp. 61-65

[11] B.S. Shavartsman Large deflections of cantilever beam subjected to a follower force, J. Sound Vib., Volume 304 (2007), pp. 969-973

[12] A.K. Nallathambi; C.L. Rao; S.M. Srinivasan Large deflection of constant curvature cantilever beam under follower load, Int. J. Mech. Sci., Volume 52 (2010), pp. 440-445

[13] G. Lewis; F. Monasa Large deflections of cantilever beams of nonlinear materials, Compos. Struct., Volume 14 (1981), pp. 357-360

[14] G. Lewis; F. Monasa Large deflections of cantilever beams of nonlinear materials of the Ludwick type subjected to an end moment, Int. J. Non-Linear Mech., Volume 17 (1982), pp. 1-6

[15] K. Lee Large deflections of cantilever beams of nonlinear elastic material under a combined loading, Int. J. Non-Linear Mech., Volume 37 (2002), pp. 439-443

[16] C. Baykara; U. Guven; I. Bayer Large deflections of a cantilever beam of nonlinear bimodulus material subjected to an end moment, J. Reinf. Plast. Compos., Volume 24 (2005), pp. 1321-1326

[17] M. Brojan; T. Videnic; F. Kosel Large deflections of nonlinearly elastic non-prismatic cantilever beams made from materials obeying the generalized Ludwick constitutive law, Meccanica, Volume 44 (2009), pp. 733-739

[18] Y.-A. Kang; X.-F. Li Large deflections of a non-linear cantilever functionally graded beam, J. Reinf. Plast. Compos., Volume 29 (2010), pp. 1761-1774

[19] Y.-A. Kang; X.-F. Li Bending of functionally graded cantilever beam with power-law non-linearity subjected to an end force, Int. J. Non-Linear Mech., Volume 44 (2009), pp. 696-703

[20] A. Borboni; D. De Santis Large deflection of a non-linear, elastic, asymmetric Ludwick cantilever beam subjected to horizontal force, vertical force and bending torque at the free end, Meccanica, Volume 49 (2014), pp. 1327-1336

[21] J.L. Schriefer; A.G. Robling; S.J. Warden; A.J. Fournier; J.J. Mason; C.H. Turner A comparison of mechanical properties derived from multiple skeletal sites in mice, J. Biomech., Volume 38 (2005), pp. 467-475

[22] L.C. Kourtis; D.R. Carter; G.S. Beaupre Improving the estimate of the effective elastic modulus derived from three-point bending tests of long bones, Ann. Biomed. Eng., Volume 42 (2014), pp. 1773-1780

[23] B. Lecouvet; J. Horion; C. D'Haese; C. Bailly; B. Nysten Elastic modulus of halloysite nanotubes, Nanotechnology, Volume 24 (2013), p. 105704

[24] X.-F. Li; H. Zhang; K.Y. Lee Dependence of Young's modulus of nanowires on surface effect, Int. J. Mech. Sci., Volume 81 (2014), pp. 120-125

[25] X.-L. Peng; X.-F. Li; G.-J. Tang; Z.-B. Shen Effect of scale parameter on the deflection of a nonlocal beam and application to energy release rate of a crack, Z. Angew. Math. Mech., Volume 95 (2015), pp. 1428-1438

[26] S. Li; X. Song Large thermal deflections of Timoshenko beams under transversely non-uniform temperature rise, Mech. Res. Commun., Volume 33 (2006), pp. 84-92

[27] A. Mohyeddin; A. Fereidoon An analytical solution for the large deflection problem of Timoshenko beams under three-point bending, Int. J. Mech. Sci., Volume 78 (2014), pp. 135-139

[28] X.-F. Li; K.Y. Lee Effect of horizontal reaction force on the deflection of short simply-supported beams under transverse loading, Int. J. Mech. Sci., Volume 99 (2015), pp. 121-129

[29] M. Batista 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

[30] J.M. Gere; S.P. Timoshenko Mechanics of Materials, PWS Pub. Co., Boston, 1997

[31] A. Ohtsuki An analysis of large deflections in a symmetrical three-point bending of beam, Bull. JSME, Volume 29 (1986), pp. 1988-1995

[32] D.C. West Flexure testing of plastics, Exp. Mech., Volume 21 (1964), pp. 185-190

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