Bimoment Contribution to Buckling of Thin-Walled Beams with Different Boundary Conditions
Апстракт
In this paper the influence of bimoment, induced by external axial loads, on the global buckling of thin-walled Z-section beams, subjected to different boundary conditions, is studied. Since bimoment varies along the beam axis, the problem of torsional and torsional-flexural buckling of thin-walled beams is defined by linear homogeneous differential equations of the second-order theory with a variable coefficient. To obtain the buckling load numerically, a finite-difference method is employed for discretizing the governing differential equations. To verify the validity and the accuracy of this study, numerical solutions are presented and compared with those calculated by simulation software.
Кључне речи:
Buckling / Bimoment / Thin-walled beams / Boundary conditions / Z cross sectionИзвор:
Journal of Engineering Mechanics, 2017, 143, 6Издавач:
- American Society of Civil Engineers (ASCE)
Финансирање / пројекти:
- Рачунарска механика у теорији конструкција (RS-MESTD-Basic Research (BR or ON)-174027)
DOI: 10.1061/(ASCE)EM.1943-7889.0001216
ISSN: 0733-9399
WoS: 000399665900008
Scopus: 2-s2.0-85017502538
Институција/група
GraFarTY - JOUR AU - Prokić, Aleksandar AU - Mandić, Rastislav AU - Besević, M. PY - 2017 UR - https://grafar.grf.bg.ac.rs/handle/123456789/838 AB - In this paper the influence of bimoment, induced by external axial loads, on the global buckling of thin-walled Z-section beams, subjected to different boundary conditions, is studied. Since bimoment varies along the beam axis, the problem of torsional and torsional-flexural buckling of thin-walled beams is defined by linear homogeneous differential equations of the second-order theory with a variable coefficient. To obtain the buckling load numerically, a finite-difference method is employed for discretizing the governing differential equations. To verify the validity and the accuracy of this study, numerical solutions are presented and compared with those calculated by simulation software. PB - American Society of Civil Engineers (ASCE) T2 - Journal of Engineering Mechanics T1 - Bimoment Contribution to Buckling of Thin-Walled Beams with Different Boundary Conditions IS - 6 VL - 143 DO - 10.1061/(ASCE)EM.1943-7889.0001216 ER -
@article{ author = "Prokić, Aleksandar and Mandić, Rastislav and Besević, M.", year = "2017", abstract = "In this paper the influence of bimoment, induced by external axial loads, on the global buckling of thin-walled Z-section beams, subjected to different boundary conditions, is studied. Since bimoment varies along the beam axis, the problem of torsional and torsional-flexural buckling of thin-walled beams is defined by linear homogeneous differential equations of the second-order theory with a variable coefficient. To obtain the buckling load numerically, a finite-difference method is employed for discretizing the governing differential equations. To verify the validity and the accuracy of this study, numerical solutions are presented and compared with those calculated by simulation software.", publisher = "American Society of Civil Engineers (ASCE)", journal = "Journal of Engineering Mechanics", title = "Bimoment Contribution to Buckling of Thin-Walled Beams with Different Boundary Conditions", number = "6", volume = "143", doi = "10.1061/(ASCE)EM.1943-7889.0001216" }
Prokić, A., Mandić, R.,& Besević, M.. (2017). Bimoment Contribution to Buckling of Thin-Walled Beams with Different Boundary Conditions. in Journal of Engineering Mechanics American Society of Civil Engineers (ASCE)., 143(6). https://doi.org/10.1061/(ASCE)EM.1943-7889.0001216
Prokić A, Mandić R, Besević M. Bimoment Contribution to Buckling of Thin-Walled Beams with Different Boundary Conditions. in Journal of Engineering Mechanics. 2017;143(6). doi:10.1061/(ASCE)EM.1943-7889.0001216 .
Prokić, Aleksandar, Mandić, Rastislav, Besević, M., "Bimoment Contribution to Buckling of Thin-Walled Beams with Different Boundary Conditions" in Journal of Engineering Mechanics, 143, no. 6 (2017), https://doi.org/10.1061/(ASCE)EM.1943-7889.0001216 . .