참고문헌
- Anderson, N.A. and Done, G.T. (1971), 'On the partial simulation of a nonconservative system by a conservative system', Int. J. Solids Struct., 7, 183-191 https://doi.org/10.1016/0020-7683(71)90042-4
- Aristizabal-Ochoa, J.D. (2004), 'Large deflection stability of slender beam-columns with semirigid connections: Elastica approach', J. Engng. Mech., 130, 274-282 https://doi.org/10.1061/(ASCE)0733-9399(2004)130:3(274)
- Barten, H.J. (1945), 'On the deflection of a cantilever beam', Quart. of Appl. Math., 4, 275
- Bisshopp, K.E. and Drucker, D.C. (1945), 'Large deflections of cantilever beams', Quart. of Appl. Math., 3, 272 https://doi.org/10.1090/qam/13360
- Chucheepsakul, S., Buncharoen, S. and Wang, C.M. (1994), 'Large deflection of beam under moment gradient', J. Engng. Mech., 120, 1848-1860 https://doi.org/10.1061/(ASCE)0733-9399(1994)120:9(1848)
- Chucheepsakul, S., Buncharoenm, S. and Huang, T. (1995), 'Elastica of simple variable-are-length beam subjected to end moment', J. Engng. Mech., 121, 767-772 https://doi.org/10.1061/(ASCE)0733-9399(1995)121:7(767)
- Chucheepsakul, S., Thepphitak, G. and Wang, C.M. (1996), 'Large deflection of simple variable-are-length beam subjected to apoint load', Struct. Eng. Mech., 4, 49-59 https://doi.org/10.12989/sem.1996.4.1.049
- Chucheepsakul, S., Wang, C.M., He, X. and Monprapussom, T. (1999), 'Double curvature bending of variablearc- length elastica', J. Appl. Mech., 66, 87-94 https://doi.org/10.1115/1.2789173
- Chucheepsakul, S. and Phungpaigram, B. (2004), 'Elliptical integral solutions of variable-arc-Iength elastica under an inclined follower force', ZAMM Z. Angew. Math. Mech., 84, 29-38 https://doi.org/10.1002/zamm.200410076
- Farshad, M. (1973), 'On general conservative end loading of pretwisted rods', Int. J. Solids Struct., 9, 1361-1371 https://doi.org/10.1016/0020-7683(73)90044-9
- Frisch-Fay, R. (1962), Flexible Bars, Butterworths, London
- Hartono, W. (1997), 'Elastic nonlinear behavior of truss system under follower and non-follower forces', J. Comput. Struct., 63, 939-949 https://doi.org/10.1016/S0045-7949(96)00386-0
- Hartono, W. (2000), 'Behavior of variable length elastica with frictional support under follower force', Mech. Research Communications, 27, 653-658 https://doi.org/10.1016/S0093-6413(00)00142-7
- Hartono, W. (2001), 'On the post-buckling behavior of elastica fixed-end column with central brace', ZAMM Z. Angew. Math., 81, 605-611 https://doi.org/10.1002/1521-4001(200109)81:9<605::AID-ZAMM605>3.0.CO;2-1
- Lau, J.H. (1974), 'Large deflections of beams with combined loads', J. of the Engng. Mech. Div., ASCE, 12, 140
- Mattiasson, K. (1981), 'Numerical results from large deflection beam and frame problems analysis by means of elliptic integrals', Int. J. Num. Meth. Engng., 16, 145
- Mladenov, K.A. and Sugiyama, Y. (1983), 'Buckling of elastic cantilevers subjected to a polar force: Exact solution', Transactions JSASS, 26, 80-90
- Ohtsuki, A. and Tsurumi, T. (1996), 'Analysis of large deflections in a cantilever beam with low support stiffhess', Transactions of the JSME, 60, 493-499
- Timoshenko S.P. and Gere J.M. (1961), Theory of Elastic Stability, NY, McGraw-Hill
- Tse, P.C. and Lung, C,T, (2000), 'Large deflections of elastic composite circular springs under uniaxial tension', Int. J. Non-Linear Mech., 35, 293-307 https://doi.org/10.1016/S0020-7462(99)00015-3
- Wang, C.M., Lam, K.L. and He, X.Q. (1998), 'Instability of variable arc-length elastica under follower force', Mech. Res. Commun., 25, 189-194 https://doi.org/10.1016/S0093-6413(98)00024-X
- Willem, N. (1966), 'Experimental verification of the dynamic stability of a tangentially loaded cantilevered column', J. Appl. Mech., 33, 460-471 https://doi.org/10.1115/1.3625073
피인용 문헌
- Brief and accurate analytical approximations to nonlinear static response of curled cantilever micro beams vol.56, pp.3, 2015, https://doi.org/10.12989/sem.2015.56.3.461