Geometric Nonlinearity and Stability Problems in Mechanics of Deformable Solids

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Multiscale Buckling Modes in the Mechanics of Fiber-Reinforced Plastics

Part of the book series: Advanced Structured Materials ((STRUCTMAT,volume 207))

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Abstract

Three-dimensional equations of elasticity theory composed for the case of finite displacements and deformations of solids have been analyzed. It is found that the generally accepted simplifications known in the literature and carried out for the case of small deformations result in equations that are considered to be absolutely correct and consistent in all scientific and educational literature on mechanics of deformable solid bodies.

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References

  • Alfutov NA, Zinoviev PA, Popov BG (1984) Raschet mnogosloynykh plastin i obolochek iz kompozitsionnykh materialov (Calculation of multilayer plates and shells of composite materials). Mashinostroenie, Moscow

    Google Scholar 

  • Aydogdu M (2006) Buckling analysis of cross-ply laminated beams with general boundary conditions by Ritz method. Comp Sci Technol 66:2148–1255. https://doi.org/10.1016/j.compscitech.2005.10.029

    Article  Google Scholar 

  • Aydogdu M (2007) Thermal buckling analysis of cross-ply laminated composite beams with general boundary conditions. Comp Sci Technol 67:1096–1104. https://doi.org/10.1016/j.compscitech.2006.05.021

    Article  Google Scholar 

  • Bolotin VV (1963) Nonconservative problems of the theory of elastic stability. Elsiever Science and Technology, 324 pp

    Google Scholar 

  • Brojan M, Kosel F (2011) Approximative formula for post-buckling analysis of non-linearly elastic columns with superellipsoidal cross-sections. J Reinf Plast Compos 30(5):409–115. https://doi.org/10.1177/0731684410397897

    Article  Google Scholar 

  • Brojan M, Puksic A, Kosel F (2007) Buckling and post-buckling of a nonlinearly elastic column. ZAMM Z Angew Math Mech 87(7):518–527. https://doi.org/10.1002/zamm.200710333

    Article  MathSciNet  Google Scholar 

  • Cardoso DCT, Togashi BS (2018) Experimental investigation on the flexural-torsional buckling behavior of pultruded GFRP angle columns. Thin-Walled Struct 125:269–280. https://doi.org/10.1016/j.tws.2018.01.031

    Article  Google Scholar 

  • Cintra GG, Cardosoa DCT, Vieirab JD (2019) Parameters affecting local buckling response of pultruded GFRP I-columns: experimental and numerical investigation. Compos Struct 222:110897. https://doi.org/10.1016/j.compstruct.2019.110897

    Article  Google Scholar 

  • Derakhshani M, Momenzadeh N, Berfield TA (2021) Analytical and experimental study of a clamped-clamped, bistable buckled beam low-frequency PVDF vibration energy harvester. J Sound Vibr 497:115937. https://doi.org/10.1016/j.jsv.2021.115937

    Article  Google Scholar 

  • Derikvand M, Farhatnia F, Hodges H (2021) Functionally graded thick sandwich beams with porous core: buckling analysis via differential transform method. Mech Based Des Struc Mach. https://doi.org/10.1080/15397734.2021.1931309

    Article  Google Scholar 

  • Donnell LH (1976) Beams, plates and shells. McGraw-Hill, 453 p

    Google Scholar 

  • Emam S, Lacarbonara W (2021) Buckling and postbuckling of extensible, shear-deformable beams: some exact solutions and new insights. Int J Non-Lin Mech 129:103667. https://doi.org/10.1016/j.ijnonlinmec.2021.103667

    Article  Google Scholar 

  • Galimov KZ, Paimushin VN, Teregulov IG (1996) Osnovaniya nelineynoy teorii obolochek (Foundations of non-linear theory of shells) (Kazan, Izd-vo “Fen”)

    Google Scholar 

  • Herrmann J, Kuhn T, Mullenstedt T, Mittelstedt S, Mittelstedt C (2018) Closed form approximate solutions for the local buckling behavior of composite laminated beams based on third-order shear deformation theory. Adv Mech Mater Struct Anal Adv Struct Mater 80:175–205. https://doi.org/10.1007/978-3-319-70563-7_8

  • Huang S, Qiao P (2021) Nonlinear stability analysis of thin-walled I-section laminated composite curved beams with elastic end restraints. Eng Struct 226. https://doi.org/10.1016/j.engstruct.2020.111336

  • Ivanov VA, Paimushin VN, Shalashilin VI (2005) Linearized neutral equilibrium equations for nonthin sandwich shells with transversely soft filler and related problems of nonlinear elasticity. Mech Solids 40(6):81–94

    Google Scholar 

  • Novozhilov VV (1953) Foundations of the nonlinear theory of elasticity. Graylock Press, 233 p

    Google Scholar 

  • Paimushin VN (2007) Problems of geometric non-linearity and stability in the mechanics of thin shells and rectilinear columns. J App Math Mech 71(5):772–805

    Article  Google Scholar 

  • Paimushin VN, Polyakova NV (2009) The consistent equations of the theory of plane curvilinear rods for finite displacements and linearized problems of stability. J Appl Math Mech 73(2):220–236

    Article  MathSciNet  Google Scholar 

  • Paimushin VN, Shalashilin VI (2005) The relations of deformation theory in the quadratic approximation and the problems of constructing improved versions of the geometrically non-linear theory of laminated structures. J Appl Math Mech 69(5):773–791

    Article  Google Scholar 

  • Paimushin VN, Shalashilin VI (2006) Geometrically non-linear equations in the theory of momentless shells with applications to problems on the non-classical forms of loss of stability of a cylinder. J App Math Mech 70(1):91–101

    Article  Google Scholar 

  • Paimushin VN, Ivanov VA, Lukankin SA, Polyakova NV, Firsov VA, Kholmogorov SA (2009) Exact analytical and numerical solutions of stability problems for a straight composite bar subjected to axial compression and torsion. Mech Comp Mater 45(2):113–136

    Article  Google Scholar 

  • Paimushin VN, Shalashilin VI (2004) Consistent variant of continuum deformation theory in the quadratic approximation. Dokl Phys 49(4):374−377

    Google Scholar 

  • Sayyad Atteshamuddin S, Ghugal Yuwaraj M (2017) Bending, buckling and free vibration of laminated composite and sandwich beams: a critical review of literature. Compos Struct 171:486–504. https://doi.org/10.1016/j.compstruct.2017.03.053

  • Schmidrathner C (2020) Buckling of a clamped strip-like beam with a linear pre-stress distribution. Z Angew Math Mech. e201900336. https://doi.org/10.1002/zamm.201900336

  • She G-L, Yuan F-G, Ren Y-R (2017) Nonlinear analysis of bending, thermal buckling and post-buckling for functionally graded tubes by using a refined beam theory. Compos Struc 165:74–81. https://doi.org/10.1016/j.compstruct.2017.01.013

    Article  Google Scholar 

  • Shklyarchuk FN (1998) Analysis of the strain state and stability of geometrically nonlinear elastic systems. Mech Solids 33(1):114–119

    Google Scholar 

  • Soleimani A, Zamani F, Gorgani H (2022) Buckling analysis of three-dimensional functionally graded Euler-Bernoulli nanobeams based on the nonlocal strain gradient theory. J Comput App Mech 53(1):24–40. https://doi.org/10.22059/jcamech.2022.338327.689

  • Szymczak C, Kujawa M (2019) Flexural buckling and post-buckling of columns made of aluminium alloy. Eur J Mech A-Sol 73:420–429. https://doi.org/10.1016/j.euromechsol.2018.10.006

    Article  MathSciNet  Google Scholar 

  • Urbaniak M, Teter A, Kubiak T (2015) Influence of boundary conditions on the critical and failure load in the GFPR channel cross-section columns subjected to compression. Compos Struc 134:199–208. https://doi.org/10.1016/j.compstruct.2015.08.076

    Article  Google Scholar 

  • Vasiliev VV (1993) Mechanics of Composite Structures. Taylor & Francis, Washington

    Google Scholar 

  • Wang CM, Zhang H, Challamel N, Duan WH (2017) On boundary conditions for buckling and vibration of nonlocal beams. Eur J Mech/A Solids 61:73–81. https://doi.org/10.1016/j.euromechsol.2016.08.014

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Correspondence to Vitaly Paimushin .

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Paimushin, V., Chate, A.K., Kholmogorov, S., Makarov, M., Gazizullin, R. (2024). Geometric Nonlinearity and Stability Problems in Mechanics of Deformable Solids. In: Multiscale Buckling Modes in the Mechanics of Fiber-Reinforced Plastics. Advanced Structured Materials, vol 207. Springer, Cham. https://doi.org/10.1007/978-3-031-48216-8_1

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  • DOI: https://doi.org/10.1007/978-3-031-48216-8_1

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-031-48215-1

  • Online ISBN: 978-3-031-48216-8

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