Technical Papers
Aug 9, 2016

Eringen’s Stress Gradient Model for Bending of Nonlocal Beams

Publication: Journal of Engineering Mechanics
Volume 142, Issue 12

Abstract

This paper is concerned with the bending response of nonlocal elastic beams under transverse loads, where the nonlocal elastic model of Eringen, also called the stress gradient model, is used. This model is known to exhibit some paradoxical responses when applied to beams with certain types of boundary conditions. In particular, for clamped-free boundary condition, this nonlocal model is not able to predict scale effects in the presence of concentrated loads, or it leads to an apparent stiffening effect for distributed loads in contrast to other boundary conditions for which softening effect is observed. In the literature, these paradoxes have been resolved by changing the kernel of the nonlocal model or by modifying the standard boundary conditions. In this paper, the paradox is solved from the nonlocal differential model itself via some related discontinuous nonlocal kinematics. It is shown that the kinematics related to the nonlocal constitutive law lead to the use of moment or shear discontinuities. With such a nonlocal differential model coupled with the nonlocal discontinuity requirements, the beam effectively shows a softening response irrespective of the boundary conditions studied, including the clamped-free boundary conditions, and thereby resolves the paradox. The model is also compared to lattice-based solutions where an excellent agreement between the present nonlocal model and the lattice one is obtained. Finally, the stress gradient model is shown to be cast in a stress-based variational framework, which coincides with a Timoshenko-type model where the shear effect is shown to play the nonlocal role.

Get full access to this article

View all available purchase options and get full access to this article.

References

Andrianov, I. V., Awrejcewicz, J., and Ivankov, O. (2006). “On an elastic dissipation model as continuous approximation for discrete media.” Math. Prob. Eng., 2006, 1–8.
Bresse, J. A. C. (1859). Cours de mécanique appliquée—Résistance des matériaux et stabilité des constructions, Gauthier-Villars, Paris (in French).
Challamel, N. (2011). “Higher-order shear beam theories and enriched continuum.” Mech. Res. Commun., 38(5), 388–392.
Challamel, N., et al. (2014a). “On non-conservativeness of Eringen’s nonlocal elasticity in beam mechanics: Correction from a discrete-based approach.” Arch. Appl. Mech., 84(9), 1275–1292.
Challamel, N., Lanos, C., and Casandjian, C. (2008). “Plastic failure of nonlocal beams.” Phys. Rev. E, 78(2), 026604.
Challamel, N., and Wang, C. M. (2008). “The small length scale effect for a non-local cantilever beam: A paradox solved.” Nanotechnology, 19(34), 345703.
Challamel, N., Wang, C. M., and Elishakoff, I. (2014b). “Discrete systems behave as nonlocal structural elements: Bending, buckling and vibration analysis.” Eur. J. Mech. A/Solids, 44, 125–135.
De Saint-Venant, M. (1856). “Mémoire sur la flexion des prismes, sur les glissements transversaux et longitudinaux qui l’accompagnent lorsqu’elle ne s’opère pas uniformément ou en arc de cercle, et sur la forme courbe affectée alors par leurs sections transversales primitivement planes.” Journal de mathématiques pures et appliquées, 1, 89–189.
El Naschie, M. S. (1990). Stress, stability and chaos in structural engineering: An energy approach, McGraw-Hill, New York.
Eringen, A. C. (1983). “On differential equations of nonlocal elasticity and solutions of screw dislocation and surface waves.” J. Appl. Phys., 54(9), 4703–4710.
Eringen, A. C. (2002). Nonlocal continuum field theories, Springer, New York.
Fernández-Sáez, J., Zaera, R., Loya, J. A., and Reddy, J. N. (2016). “Bending of Euler-Bernoulli beams using Eringen’s integral formulation: A paradox resolved.” Int. J. Eng. Sci., 99, 107–116.
Hencky, H. (1920). “Über die angenäherte lösung von stabilitätsproblemen im raummittels der elastischen gelenkkette.” Der Eisenbau, 11, 437–452 (in German).
Khodabakhshi, P., and Reddy, J. N. (2015). “A unified integro-differential nonlocal model.” Int. J. Eng. Sci., 95, 60–75.
Macaulay, W. H. (1919). “A note on the deflection of beams.” Messenger Math., 48, 129–130.
Mahig, J. (1964). “Discontinuity solutions to plate and beam problems.” Int. J. Mech. Sci., 6(6), 455–460.
Peddieson, J., Buchanan, G. R., and McNitt, R. P. (2003). “Application of nonlocal continuum models to nanotechnology.” Int. J. Eng. Sci., 41(3–5), 305–312.
Polizzotto, C. (2014). “Stress gradient versus strain gradient constitutive models within elasticity.” Int. J. Solids Struct., 51(9), 1809–1818.
Polizzotto, C. (2016). “Variational formulations and extra boundary conditions within stress gradient elasticity theory with extensions to beam and plate models.” Int. J. Solids Struct., 80, 405–419.
Reddy, J. N. (2002). Energy principles and variational methods in applied mechanics, 2nd Ed., Wiley, New York.
Reddy, J. N. (2007). “Nonlocal theories for bending, buckling and vibration of beams.” Int. J. Eng. Sci., 45(2–8), 288–307.
Reddy, J. N., and Pang, S. D. (2008). “Nonlocal continuum theories of beams for the analysis of carbon nanotubes.” J. Appl. Phys., 103(2), 023511.
Timoshenko, S. P. (1930). Strength of materials, D. Van Nostrand Company, New York.
Wang, C. M., Kitipornchai, S., Lim, C. W., and Eisenberger, M. (2008). “Beam bending solutions based on nonlocal Timoshenko beam theory.” J. Eng. Mech., 475–481.
Wang, C. M., Zhang, Z., Challamel, N., and Duan, W. H. (2013). “Calibration of Eringen’s small length scale coefficient for initially stressed vibrating nonlocal Euler beams based on microstructured beam model.” J. Phys. D: Appl. Phys., 46(34), 345501.
Wang, Q., and Liew, K. M. (2007). “Application of nonlocal continuum mechanics to static analysis of micro- and macro-structures.” Phys. Lett. A, 363(3), 236–242.
Wang, Q., and Shindo, Y. (2006). “Nonlocal continuum models for carbon nanotubes subjected to static loading.” J. Mech. Mater. Struct., 1(4), 663–680.
Weissenburger, J. T. (1964). “Integration of discontinuous expressions arising in beam theory.” AIAA J., 2(1), 106–108.
Wittrick, W. H. (1965). “A generalization of Macaulay’s method with applications in structural mechanics.” AIAA J., 3(2), 326–330.
Yavari, A., Sarkani, S., and Moyer, E. T. J. (2000). “On application of generalized functions to beam bending problems.” Int. J. Solids Struct., 37(40), 5675–5705.
Yavari, A., Sarkani, S., and Reddy, J. N. (2001). “On nonuniform Euler-Bernoulli and Timoshenko beams with jump discontinuities: Application of distribution theory.” Int. J. Solids Struct., 38(46–47), 8389–8406.
Zhang, Y. Y., Wang, C. M., and Challamel, N. (2010). “Bending, buckling and vibration of hybrid nonlocal beams.” J. Eng. Mech., 562–574.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 142Issue 12December 2016

History

Received: Feb 19, 2016
Accepted: Jul 5, 2016
Published online: Aug 9, 2016
Published in print: Dec 1, 2016
Discussion open until: Jan 9, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Noël Challamel, M.ASCE [email protected]
Centre de Recherche, Institut Dupuy de Lôme, Université de Bretagne Sud, EA 4250, Rue de Saint Maudé, BP 92116, F-56100 Lorient, France (corresponding author). E-mail: [email protected]
J. N. Reddy, F.ASCE [email protected]
Dept. of Mechanical Engineering, Texas A&M Univ., College Station, TX 77843-3123. E-mail: [email protected]
Dept. of Civil and Environmental Engineering and Engineering Science Programme, National Univ. of Singapore, Kent Ridge, Singapore 119260. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share