Warianty tytułu
Języki publikacji
Abstrakty
A new approach has been taken to the problem of straight and bent bar buckling, where bar buckling is considered as a function of axial displacement of one end. It was assumed that the length of a bar being buckled at any instant of buckling is the same as that of a straight bar, regardless of the size of axial displacement of one end of the bar. Based on energy equations, a formula was derived for the value of axial displacement of one bar end or buckling amplitude in the middle of bar length as a function of compressive force. The established relationships were confirmed by simulation tests using the finite element software Midas NFX and by experimental tests. (original abstract)
Słowa kluczowe
Rocznik
Tom
Strony
57--70
Opis fizyczny
Twórcy
autor
- West Pomeranian University of Technology
autor
- West Pomeranian University of Technology
autor
- Maritime University of Szczecin
Bibliografia
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- Bedford, A., & Liechti, K. M. (2020). Buckling of Columns. In Mechanics of Materials (pp. 729-781). Springer International Publishing. https://doi.org/10.1007/978-3-030-22082-2_10
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- Chandra, Y., Flores, E. S., & Adhikari, S. (2020). Buckling of 2D nano hetero-structures with moire patterns. Computational Materials Science, 177, 109507.
- Corigliano, P., Crupi, V., & Guglielmino, E. (2019). Mechanical buckling analysis of explosive welded joints used in shipbuilding. International Shipbuilding Progress, 66(1), pp. 17-34.
- Czechowski, L., Kędziora, S., & Kołakowski, Z. (2020). The Buckling and Post-Buckling of Steel C-Columns in Elevated Temperature. Materials, 13(1), 74.
- Dassault-Systèmes. (2010). Abaqus Analysis User's Manual v.6.10. Dassault Systèmes Simulia Corp.
- Eringen, A. C. (2002). Nonlocal continuum field theories. Springer Science & Business Media.
- Euler, L. (1744). Methodus inveniendi lineas curvas maximi minimive proprietate gaudentes. apud Marcum-Michaelem Bousquet.
- Gere, J. M., & Goodno, B. J. (2009). Mechanics of materials. Cengage learning. Inc.: Independence, KY.
- Harvey, P. S., & Cain, T. M. N. (2020). Buckling of elastic columns with initial imperfections and load eccentricity. Structures, 23, pp. 660-664. https://doi.org/10.1016/j.istruc.2019.09.021
- Kubit, A., Trzepiecinski, T., Święch, Ł., Faes, K., & Slota, J. (2019). Experimental and Numerical Investigations of Thin-Walled Stringer-Stiffened Panels Welded with RFSSW Technology under Uniaxial Compression. Materials, 12(11), 1785.
- Li, S.-R., & Batra, R. C. (2013). Relations between buckling loads of functionally graded Timoshenko and homogeneous Euler-Bernoulli beams. Composite Structures, 95, 5-9. https://doi.org/10.1016/j.compstruct.2012.07.027
- Midas, I. T. (2011). User's Manual of midas NFX. MIDAS IT.
- Nikolić, A., & Šalinić, S. (2017). Buckling analysis of non-prismatic columns: A rigid multibody approach. Engineering Structures, 143, pp. 511-521. https://doi.org/10.1016/j.engstruct.2017.04.033
- Nistor, M., Wiebe, R., & Stanciulescu, I. (2017). Relationship between Euler buckling and unstable equilibria of buckled beams. International Journal of Non-Linear Mechanics, 95, 151-161. https://doi.org/10.1016/j.ijnonlinmec.2017.06.016
- Rozylo, P., Ferdynus, M., Debski, H., & Samborski, S. (2020). Progressive Failure Analysis of Thin-Walled Composite Structures Verified Experimentally. Materials, 13(5), 1138.
- Schilling, J. C., & Mittelstedt, C. (2020). Local buckling analysis of omega-stringerstiffened composite panels using a new closed-form analytical approximate solution. Thin-Walled Structures, 147, 106534. https://doi.org/10.1016/j.tws.2019.106534
- Shen, M.-Y., Chiou, Y.-C., Tan, C.-M., Wu, C.-C., & Chen, W.-J. (2020). Effect of Wall Thickness on Stress-Strain Response and Buckling Behavior of Hollow-Cylinder Rubber Fenders. Materials, 13(5), 1170.
- Śledziewski, K., & Górecki, M. (2020). Finite Element Analysis of the Stability of a Sinusoidal Web in Steel and Composite Steel-Concrete Girders. Materials, 13(5), 1041.
- Su, Y., Zhao, H., Liu, S., Li, R., Wang, Y., Wang, Y., Bian, J., & Huang, Y. (2019). Buckling of beams with finite prebuckling deformation. International Journal of Solids and Structures, 165, pp. 148-159. https://doi.org/10.1016/j.ijsolstr.2019.01.027
- Timoshenko, S. P., & Gere, J. M. (2009). Theory of elastic stability. Courier Corporation.
- Toledo, K. K., Kim, H.-S., Jeong, Y.-S., & Kim, I.-T. (2020). Residual Compressive Strength of Short Tubular Steel Columns with Artificially Fabricated Local Corrosion Damage. Materials, 13(4), 813.
- Xu, R., & Wu, Y.-F. (2008). Free vibration and buckling of composite beams with interlayer slip by two-dimensional theory. Journal of Sound and Vibration, 313(3-5), pp. 875-890.
- Zhu, X., Wang, Y., & Dai, H.-H. (2017). Buckling analysis of Euler-Bernoulli beams using Eringen's two-phase nonlocal model. International Journal of Engineering Science, 116, pp. 130-140. https://doi.org/10.1016/j.ijengsci.2017.03.008
Typ dokumentu
Bibliografia
Identyfikatory
Identyfikator YADDA
bwmeta1.element.ekon-element-000171608139