Technical Papers
May 5, 2015

Pretwisted Beams in Axial Tension and Torsion: Analogy with Dipolar Gradient Elasticity and Applications to Textile Materials

Publication: Journal of Engineering Mechanics
Volume 141, Issue 10

Abstract

A technical theory for pretwisted beams that accounts for variable twist (constrained warping) is based on an approximate displacement field that is defined completely in terms of two unknown functions: the axial displacement w1(z) and the rotation ϕ(z) of the cross section about the centroidal axis of the beam, z being the coordinate along the axis of the beam. The primary unknowns are determined by minimizing the potential energy of the beam. The problem is then formulated in terms of w1(z), and an analogue between the technical theory and a one-dimensional dipolar gradient elasticity model is presented. The application of the theory to textile materials is discussed.

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Acknowledgments

This research has been cofinanced by the European Union (European Social Fund-ESF) and Greek national funds through the operational program Education and Lifelong Learning of the National Strategic Reference Framework (NSRF)–Research Funding Program titled “Heraclitus II. Investing in Knowledge Society through the European Social Fund.”

References

Biot, M. A. (1939). “Increase of torsional stiffness of a prismatic bar due to axial tension.” J. Appl. Phys., 10(12), 860–864.
Boisse, P., Hamila, N., Vidal-Sallé, E., and Dumont, F. (2011). “Simulation of wrinkling during textile composite reinforcement forming. Influence of tensile, in-plane shear and bending stiffnesses.” Compos. Sci. Technol., 71(5), 683–692.
Casal, P. (1961). “La capillarité interne.” Cahier du Groupe Français d’Études de Rhéologie C.N.R.S., 6(3), 31–37.
Casal, P. (1963). “Capillarité interne en mecanique des milieu continus.” C. R. Acad. Sci., 256(18), 3820–3822.
Casal, P. (1972). “La théorie du second gradient et la capillarité.” C. R. Acad. Sci. Ser. A, 274, 1571–1574.
Chu, C. (1951). “The effect of initial twist on the torsional rigidity of thin prismatic bars and tubular members.” Proc., 1st U.S. Nat. Cong. Appl. Mech., 265–269.
dell’Isola, F., Sciarra, G., and Vidoli, S. (2009). “Generalized Hooke’s law for isotropic second gradient materials.” Proc. R. Soc. London Ser. A, 465(2107), 2177–2196.
Georgiadis, H. G., Vardoulakis, I., and Lykotrafitis, G. (2000). “Torsional surface waves in a gradient elastic half space.” Wave Motion, 31(4), 333–348.
Georgiadis, H. G., Vardoulakis, I., and Velgaki, E. G. (2004). “Dispersive rayleigh-wave propagation in microstructured solids characterized by dipolar gradient elasticity.” J. Elast., 74(1), 17–45.
Giannakopoulos, A. E., Aravas, N., Papageorgopoulou, A., and Vardoulakis, I. (2013). “A structural gradient theory of torsion, the effects of pretwist, and the torsion of pre-tensioned DNA.” Int. J. Solids Struct., 50(24), 3922–3933.
Goodier, J. N. (1962). “Torsion.” Handbook of engineering mechanics, W. Flügge, ed., McGraw-Hill, New York
Hearle, J. W. S., Grosberg, P., and Backer, S. (1969). Structural mechanics of fibers, yarns, and fabrics, Wiley–Interscience, New York.
Hodges, D. H. (1980). “Torsion of pretwisted beams due to axial loading.” J. Appl. Mech., 47(2), 393–397.
Jiang, W. G., and Henshall, J. L. (2001). “Torsion-extension coupling in initially twisted beams by finite elements.” Eur. J. Mech. A Solids, 20(3), 501–508.
King, M. J., Jearanaisilawong, P., and Socrate, S. (2005). “A continuum constitutive model for the mechanical behavior of woven fabrics.” Int. J. Solids Struct., 42(13), 3867–3896.
Knowles, J. K., and Reissner, E. (1960). “Torsion and extension of helicoidal shells.” Q. Appl. Math., 17(4), 409–422.
Kosmatka, J. B. (1992). “On the behavior of pretwisted beams with irregular cross-sections.” J. Appl. Mech., 59(1), 146–152.
Krenk, S. (1983a). “The torsion-extension coupling in pretwisted elastic beams.” Int. J. Solids Struct., 19(1), 67–72.
Krenk, S. (1983b). “A linear theory for pretwisted elastic beams.” J. Appl. Mech., 50(1), 137–142.
Krenk, S., and Gunneskov, O. (1981). “Statics of thin-walled pretwisted beams.” Int. J. Numer. Methods Eng., 17(9), 1407–1426.
Krenk, S., and Gunneskov, O. (1986). “A triangular procedure for elastic cross sections with moderate wall thickness.” Comput. Struct., 24(1), 1–12.
Librescu, L., and Song, O. (2006). Thin-walled composite beams, Springer, Dordrecht, Netherlands.
Liu, K.-C., Friend, J., and Yeo, L. (2009). “The axial-torsional vibration of pretwisted beams.” J. Sound Vib., 321(1–2), 115–136.
Malyugin, D. V. (1991). “On the theory of Wiedemann effects.” J. Magn. Magn. Mater., 97(1–3), 193–197.
Mindlin, R. D. (1964). “Micro-structure in linear elasticity.” Arch. Ration. Mech. Anal., 16(1), 51–78.
Mindlin, R. D., and Eshel, N. N. (1968). “On first strain-gradient theories in linear elasticity.” Int. J. Solids Struct., 4(1), 109–124.
Okubo, H. (1951). “The torsion and stretching of spiral rods I.” Q. Appl. Math., 9(3), 263–272.
Okubo, H. (1953). “The torsion of spiral rods.” J. Appl. Mech., 20(6), 273–278.
Okubo, H. (1954). “The torsion and stretching of spiral rods II.” Q. Appl. Math., 11(4), 488–495.
Reissner, E., and Wan, F. Y. M. (1968). “On axial extension and torsion of helicoidal shells.” J. Math. Phys., 47(21), 1–31.
Papargyri-Beskou, S., Polyzos, D., and Beskos, D. E. (2009). “Wave dispersion in gradient elastic solids and structures: a unified treatment.” Int. J. Solids Struct., 46(21), 3751–3759.
Rosen, A. (1980). “The effect of initial twist on the torsional rigidity of beams–another point of view.” J. Appl. Mech., 47(2), 389–392.
Rosen, A. (1983). “Theoretical and experimental investigation of the nonlinear torsion and extension of initially twisted bars.” J. Appl. Mech., 50(2), 321–326.
Rosen, A. (1991). “Structural and dynamic behavior of pretwisted rods and beams.” Appl. Mech. Rev., 44(12), 483–515.
Shield, R. T. (1982). “Extension and torsion of elastic bars with initial twist.” J. Appl. Mech., 49(4), 779–786.
Sokolnikoff, I. S. (1956). Mathematical theory of elasticity, 2nd Ed., McGraw-Hill, New York.
Suiker, A. S. J., and Chang, C. S. (2000). “Application of higher-order tensor theory for formulating enhanced continuum models.” Acta Mech., 142(1–4), 223–234.
Tsepoura, K. G., Papargyri-Beskou, S., Polyzos, D., and Beskos, D. E. (2002). “Static and dynamic analysis of a gradient elastic bar in tension.” Arch. Appl. Mech., 72(6–7), 483–497.
Vardoulakis, I., Exadaktylos, G., and Aifantis, E. C. (1996). “Gradient elasticity with surface energy: mode III crack problem.” Int. J. Solids Struct., 33(30), 4531–4559.
Vardoulakis, I., and Sulem, J. (1995). Bifurcation analysis in geomechanics, Blackie Academic and Professional, Glasgow, U.K.
Vlasov, V. Z. (1961). Thin-walled elastic beams, 2nd Ed., Trans. Israel Program for Scientific Translations, National Science Foundation and the Dept. of Commerce, Washington, DC.
Wagner, H. (1936). “Torsion and buckling of open sections.”, National Advisory Committee for Aeronautics (NACA), Washington, DC.
Wajchman, D., Liu, K.-C., and Friend, J. (2008). “An ultrasonic piezoelectric motor utilizing axial-torsional coupling in a pretwisted non-circular cross-sectioned prismatic bar.” IEEE Trans. Ultrason. Ferroelectr. Freq. Control, 55(4), 832–840.
Washizu, K. (1964). “Some considerations on a naturally curved and twisted slender beam.” J. Math. Phys., 43(2), 111–116.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 141Issue 10October 2015

History

Received: May 26, 2014
Accepted: Dec 10, 2014
Published online: May 5, 2015
Published in print: Oct 1, 2015
Discussion open until: Oct 5, 2015

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Authors

Affiliations

A. Kordolemis [email protected]
Research Assistant, Dept. of Civil Engineering, Univ. of Thessaly, 383 34 Volos, Greece (corresponding author). E-mail: [email protected]
N. Aravas
Professor, Dept. of Mechanical Engineering, Univ. of Thessaly, 383 34 Volos, Greece; and Professor, International Institute for Carbon Neutral Energy Research (WPI-I2CNER) Kyushu Univ., 744 Moto-oka, Nishi-ku, Fukuoka 819-0395, Japan.
A. E. Giannakopoulos
Professor, Dept. of Civil Engineering, Univ. of Thessaly, 383 34 Volos, Greece.

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