HALILOVIČ, Miroslav ;ŠTOK, Boris . Analytical tracing of the evolution of the elasto-plastic state during the bending of beams with a rectangular cross-section. Strojniški vestnik - Journal of Mechanical Engineering, [S.l.], v. 53, n.12, p. 806-818, august 2017. ISSN 0039-2480. Available at: <https://www.sv-jme.eu/sl/article/analytical-tracing-of-the-evolution-of-the-elasto-plastic-state-during-the-bending-of-beams-with-a-rectangular-cross-section/>. Date accessed: 19 nov. 2024. doi:http://dx.doi.org/.
Halilovič, M., & Štok, B. (2007). Analytical tracing of the evolution of the elasto-plastic state during the bending of beams with a rectangular cross-section. Strojniški vestnik - Journal of Mechanical Engineering, 53(12), 806-818. doi:http://dx.doi.org/
@article{.,
author = {Miroslav Halilovič and Boris Štok},
title = {Analytical tracing of the evolution of the elasto-plastic state during the bending of beams with a rectangular cross-section},
journal = {Strojniški vestnik - Journal of Mechanical Engineering},
volume = {53},
number = {12},
year = {2007},
keywords = {beams; elastioplastic analysis; analytic functions; beam collapse; },
abstract = {The deflection analysis of beams with rectangular cross-sections is considered under specific loading conditions and assuming elasto-plastic behaviour with no hardening. Within the framework of the small-strain and small-displacement approach, analytical solutions are derived that enable the elasto-plastic analyses of beams to be performed in a closed analytical form. As a consequence, clear tracing of the evolution of the elasto-plastic response with a propagation of the plastic zone through the solid body, i.e., its spreading along the beam's longitudinal axis as well as its penetration through the cross-section, is enabled as loads increase, from the appearance of a first plastic yielding in the structure until its collapse. },
issn = {0039-2480}, pages = {806-818}, doi = {},
url = {https://www.sv-jme.eu/sl/article/analytical-tracing-of-the-evolution-of-the-elasto-plastic-state-during-the-bending-of-beams-with-a-rectangular-cross-section/}
}
Halilovič, M.,Štok, B. 2007 August 53. Analytical tracing of the evolution of the elasto-plastic state during the bending of beams with a rectangular cross-section. Strojniški vestnik - Journal of Mechanical Engineering. [Online] 53:12
%A Halilovič, Miroslav %A Štok, Boris %D 2007 %T Analytical tracing of the evolution of the elasto-plastic state during the bending of beams with a rectangular cross-section %B 2007 %9 beams; elastioplastic analysis; analytic functions; beam collapse; %! Analytical tracing of the evolution of the elasto-plastic state during the bending of beams with a rectangular cross-section %K beams; elastioplastic analysis; analytic functions; beam collapse; %X The deflection analysis of beams with rectangular cross-sections is considered under specific loading conditions and assuming elasto-plastic behaviour with no hardening. Within the framework of the small-strain and small-displacement approach, analytical solutions are derived that enable the elasto-plastic analyses of beams to be performed in a closed analytical form. As a consequence, clear tracing of the evolution of the elasto-plastic response with a propagation of the plastic zone through the solid body, i.e., its spreading along the beam's longitudinal axis as well as its penetration through the cross-section, is enabled as loads increase, from the appearance of a first plastic yielding in the structure until its collapse. %U https://www.sv-jme.eu/sl/article/analytical-tracing-of-the-evolution-of-the-elasto-plastic-state-during-the-bending-of-beams-with-a-rectangular-cross-section/ %0 Journal Article %R %& 806 %P 13 %J Strojniški vestnik - Journal of Mechanical Engineering %V 53 %N 12 %@ 0039-2480 %8 2017-08-18 %7 2017-08-18
Halilovič, Miroslav, & Boris Štok. "Analytical tracing of the evolution of the elasto-plastic state during the bending of beams with a rectangular cross-section." Strojniški vestnik - Journal of Mechanical Engineering [Online], 53.12 (2007): 806-818. Web. 19 Nov. 2024
TY - JOUR AU - Halilovič, Miroslav AU - Štok, Boris PY - 2007 TI - Analytical tracing of the evolution of the elasto-plastic state during the bending of beams with a rectangular cross-section JF - Strojniški vestnik - Journal of Mechanical Engineering DO - KW - beams; elastioplastic analysis; analytic functions; beam collapse; N2 - The deflection analysis of beams with rectangular cross-sections is considered under specific loading conditions and assuming elasto-plastic behaviour with no hardening. Within the framework of the small-strain and small-displacement approach, analytical solutions are derived that enable the elasto-plastic analyses of beams to be performed in a closed analytical form. As a consequence, clear tracing of the evolution of the elasto-plastic response with a propagation of the plastic zone through the solid body, i.e., its spreading along the beam's longitudinal axis as well as its penetration through the cross-section, is enabled as loads increase, from the appearance of a first plastic yielding in the structure until its collapse. UR - https://www.sv-jme.eu/sl/article/analytical-tracing-of-the-evolution-of-the-elasto-plastic-state-during-the-bending-of-beams-with-a-rectangular-cross-section/
@article{{}{.},
author = {Halilovič, M., Štok, B.},
title = {Analytical tracing of the evolution of the elasto-plastic state during the bending of beams with a rectangular cross-section},
journal = {Strojniški vestnik - Journal of Mechanical Engineering},
volume = {53},
number = {12},
year = {2007},
doi = {},
url = {https://www.sv-jme.eu/sl/article/analytical-tracing-of-the-evolution-of-the-elasto-plastic-state-during-the-bending-of-beams-with-a-rectangular-cross-section/}
}
TY - JOUR AU - Halilovič, Miroslav AU - Štok, Boris PY - 2017/08/18 TI - Analytical tracing of the evolution of the elasto-plastic state during the bending of beams with a rectangular cross-section JF - Strojniški vestnik - Journal of Mechanical Engineering; Vol 53, No 12 (2007): Strojniški vestnik - Journal of Mechanical Engineering DO - KW - beams, elastioplastic analysis, analytic functions, beam collapse, N2 - The deflection analysis of beams with rectangular cross-sections is considered under specific loading conditions and assuming elasto-plastic behaviour with no hardening. Within the framework of the small-strain and small-displacement approach, analytical solutions are derived that enable the elasto-plastic analyses of beams to be performed in a closed analytical form. As a consequence, clear tracing of the evolution of the elasto-plastic response with a propagation of the plastic zone through the solid body, i.e., its spreading along the beam's longitudinal axis as well as its penetration through the cross-section, is enabled as loads increase, from the appearance of a first plastic yielding in the structure until its collapse. UR - https://www.sv-jme.eu/sl/article/analytical-tracing-of-the-evolution-of-the-elasto-plastic-state-during-the-bending-of-beams-with-a-rectangular-cross-section/
Halilovič, Miroslav, AND Štok, Boris. "Analytical tracing of the evolution of the elasto-plastic state during the bending of beams with a rectangular cross-section" Strojniški vestnik - Journal of Mechanical Engineering [Online], Volume 53 Number 12 (18 August 2017)
Strojniški vestnik - Journal of Mechanical Engineering 53(2007)12, 806-818
© The Authors, CC-BY 4.0 Int. Change in copyright policy from 2022, Jan 1st.
The deflection analysis of beams with rectangular cross-sections is considered under specific loading conditions and assuming elasto-plastic behaviour with no hardening. Within the framework of the small-strain and small-displacement approach, analytical solutions are derived that enable the elasto-plastic analyses of beams to be performed in a closed analytical form. As a consequence, clear tracing of the evolution of the elasto-plastic response with a propagation of the plastic zone through the solid body, i.e., its spreading along the beam's longitudinal axis as well as its penetration through the cross-section, is enabled as loads increase, from the appearance of a first plastic yielding in the structure until its collapse.