Viscoelastic bending of beams of variable curvature radius and stiffness
Keywords:
viscoelastic bending, large displacements, polymeric materialAbstract
E. P. Popov method of analysis of elastic beams flat bending with large displacements was generalized to the case of viscoelastic beams of variable curvature radius and stiffness using an example of bending of flat springs of variable thickness symmetrical profile. The problem is reduced to the solution of a number of boundary creep problems with link conditions on section joints by means of partitioning the original beam into sections with a constant curvature radius and stiffness. The solutions are based on exact non-linearized equation of curved sections motion (so-called nonlinear pendulum vibration equation) taking into account the changes in the magnitude of the bending moment under creep. Values of curvature radius and displacement of beams subjected to creep deformation were determined. Viscoelastic bending problem of flat polymeric spring of variable curvature radius and stiffness was solved analytically as an example.
References
- Popov E. P. Teoriya i raschet gibkikh uprugikh sterzhnei [Theory and Design of flexible elastic beams]. Moscow, 1986 (in Russ.).
- Kravchuk A. S., Tomilo E. V. Vyazkouprugii chistyi izgib sloistykh i kompozitsionnykh prizmaticheskikh brusʼev [Viscoelastic pure bending of laminated and composite prismatic beams]. Mekhanika mashin, mekhanizmov i materialov. 2014. No. 3 (28). P. 48–52 (in Russ.).
- Rabotnov Y. N. Elementy nasledstvennoi mekhaniki tverdykh tel [Elements of hereditary mechanics of solids]. Moscow, 1977 (in Russ.).
- Fernati P. V. Modelirovanie nelineinykh protsessov polzuchesti na osnove kubicheskoi teorii vyazkouprugosti [The modeling of nonlinear process of creep on the cube theory of viscoelasticity]. Vestnik Natsionalʼnogo Tekhnicheskogo Univ. «KhPI». Temat. vyp. : Informatika i modelirovanie. 2010. No. 21. P. 182–192 (in Russ.).
Downloads
Published
Issue
Section
License
The authors who are published in this journal agree to the following:
- The authors retain copyright on the work and provide the journal with the right of first publication of the work on condition of license Creative Commons Attribution-NonCommercial. 4.0 International (CC BY-NC 4.0).
- The authors retain the right to enter into certain contractual agreements relating to the non-exclusive distribution of the published version of the work (e.g. post it on the institutional repository, publication in the book), with the reference to its original publication in this journal.
- The authors have the right to post their work on the Internet (e.g. on the institutional store or personal website) prior to and during the review process, conducted by the journal, as this may lead to a productive discussion and a large number of references to this work. (See The Effect of Open Access.)



















