Laboratorios virtuales:
Cada laboratorio virtual tiene introducción, objetivos, instrucciones, conclusiones y ayuda.
1-Frame structures analysis, including Buckling & (in & out) of plane imperfections I-section:
https://laboratoriosvirtuales.upv.es/webapps/Beamcolumn_imperfection_frame.html
https://labmatlab-was.upv.es/webapps/home/Beamcolumn_imperfection_frame_es.html
2-Arch structures analysis, including Buckling & (in & out) of plane imperfections I-section:
https://laboratoriosvirtuales.upv.es/webapps/Beamcolumn_imperfection_arch.html
https://labmatlab-was.upv.es/webapps/home/Beamcolumn_imperfection_arch_es.html
3.1-Beam Column Analysis, including Buckling & (in & out) of plane imperfections I-section Mono symmetric:
https://labmatlab-was.upv.es/webapps/home/Beamcolumn_imperfection_mono.html
https://labmatlab-was.upv.es/webapps/home/Beamcolumn_imperfection_mono_es.html
3.2- Imperfection Beam Monosymmetric General.
https://laboratoriosvirtuales.upv.es/webapps/Beam_Monosymmetric_General.html
4.1-Beam Column Analysis, including Buckling & (in & out) of plane imperfections I-section:
https://laboratoriosvirtuales.upv.es/webapps/Beamcolumn_imperfection.html
https://labmatlab-was.upv.es/webapps/home/Beamcolumn_imperfection_es.html
4.2-Fire resistance. Beam Column Analysis, including Buckling & (in & out) of plane imperfections I-section:
https://laboratoriosvirtuales.upv.es/webapps/Beamcolumn_imperfection_fire.html
5-Beam Column Analysis, including Buckling & out of plane imperfections I-section:
https://labmatlab-was.upv.es/webapps/home/Beamcolumn_in_out_of_plane.html
https://labmatlab-was.upv.es/webapps/home/Beamcolumn_in_out_of_plane_es.html
6-Buckling resistance. Under any loading. Imperfections. Any section and boundary condition. Nonlinear effects due to N My Mz B. Including load and support position:
https://labmatlab-was.upv.es/webapps/home/Bucklingresistanceopenclosed_anyBC_N_My_Mz_B_U.html
6.1-Buckling resistance. Under any loading. Imperfections. Any section and boundary condition. Nonlinear effects due to N My Mz:
https://laboratoriosvirtuales.upv.es/webapps/Bucklingresistanceopenclosed_anyBC_N_My_Mz_U.html
6.2-Buckling resistance steel & aluminium. Under any loading. Imperfections. Any section and boundary condition. Nonlinear effects due to N My:
https://laboratoriosvirtuales.upv.es/webapps/Bucklingresistanceopenclosed_anyBC_N_My.html
6.3-Buckling resistance steel & aluminium. Under compression. Imperfections. Any section and boundary condition. Nonlinear effects due to N:
https://laboratoriosvirtuales.upv.es/webapps/Bucklingresistanceopenclosed_anyBC.html
7.1-Buckling resistance steel & aluminium. Simply supported (fork). Under compression. Imperfections. Open & closed sections:
https://laboratoriosvirtuales.upv.es/webapps/Bucklingresistanceopenclosed.html
https://labmatlab-was.upv.es/webapps/home/Bucklingresistanceopenclosed_es.html
7.2-Buckling resistance steel & aluminium. Simply supported (fork). Under compression. Imperfections. Open sections:
https://laboratoriosvirtuales.upv.es/webapps/Bucklingresistance.html
8-in following software different inplane, out of plane & torsional loading can be included, also boundary conditions, loading & lateral support position (z).
Geometric Imperfection Beam column analysis. Critical loads + Checking resistance (input file .txt, input .xls can be found in mathworks):
https://labmatlab-was.upv.es/webapps/home/LTBeamcolumn.html
9-Geometric Imperfection Frame 3D analysis. Critical loads + Checking resistance (input file .txt):
https://laboratoriosvirtuales.upv.es/webapps/Frame3D.html
10-Geometric Imperfection Frame 2D analysis. Critical loads + Checking resistance (input file .txt):
https://laboratoriosvirtuales.upv.es/webapps/FramePlane2D.html
11-Geometric Imperfection Arch 3D analysis. Critical loads + Checking resistance (input file .txt):
https://laboratoriosvirtuales.upv.es/webapps/Arch3D.html
12-Geometric Imperfection Arch 2D analysis. Critical loads + Checking resistance (input file .txt):
https://laboratoriosvirtuales.upv.es/webapps/ArchPlane2D.html
codigo fuente en:
https://es.mathworks.com/matlabcentral/profile/authors/3792691
Por ejemplo el LTBeamColumn con entrada de datos con excel:
In mathworks different software of cross section optimization under buckling due to compression can be found using different algorithm.
articulos relacionados:
METAL BEAMS SUSCEPTIBLE TO OUT-OF-PLANE INSTABILITY DUE TO COMBINED COMPRESSION AND BENDING WITH GEOMETRIC IMPERFECTIONS
http://dx.doi.org/10.18057/IJASC.2024.20.4.10
Equivalent geometric imperfection definition in steel structures sensitive to flexural and/or torsional buckling due to compression.
https://doi.org/10.1016/j.engstruct.2015.03.065
Equivalent geometric imperfection definition in steel structures sensitive to lateral torsional buckling due to bending moment.
https://doi.org/10.1016/j.engstruct.2015.03.066
New method for metal beams sensitive to lateral torsional buckling with an equivalent geometrical UGLI imperfection.
https://doi.org/10.1016/j.istruc.2020.11.047
Assessment of in-Plane Behavior of Metal Compressed Members with Equivalent Geometrical Imperfection.
https://doi.org/10.3390/app10228174
Proposal to evaluate the ultimate limit state of slender structures. Part 1: Technical aspects.
https://doi.org/10.1016/j.engstruct.2006.05.014
Metodo aproximado para estimar el estado limite ultimo de estructuras metalicas esbeltas.
Consistency of imperfections in steel eurocodes
https://doi.org/10.3390/app13010554
Other Software to generate structures geometry (Autocad +Lisp+Fortran):
https://www.researchgate.net/publication/277669167_autocad_lisp-dwg
https://www.researchgate.net/publication/378483277_Structures_drawing
Other software matlab:
https://www.researchgate.net/publication/348870348_UGLI_imperfection_Frame_Buckling
https://www.researchgate.net/publication/348836833_Geometric_imperfection_analysis_Beams_LTBrar
https://www.researchgate.net/publication/348836680_UGLI_imperfection_Inplane_Buckling_Compressionrar
Software Fortran 3d analysis of frames with 6 DOF & 7 DOF inluding warping. Shell analysis BST & BCIZ elements(Fortran+Maple).
https://www.researchgate.net/publication/349110306_Shell_analysisrar#fullTextFileContent
https://www.researchgate.net/publication/349110212_Frame_analysisrar
https://www.researchgate.net/publication/349110449_Matrix
Proposal for geometric equivalent imperfection
Examples with laboratorios virtuales
Buckling resistance and geometric equivalent imperfection (flexural buckling about weak axis & torsional buckling, imperfection factor of 0.34 & 0.49):
Flexural Torsional buckling of asymmetrical section shear center different from centroid:
Example by default with LTbeamcolumn, (Lateral torsional buckling in the Figure below):
Plots: 1-lateral displacement, torsional rotation, bending about weak axis & bimoment.
2- utilization linear interaction & Vayas proposal.
3- shear forces Vy & Vz, warping {Tw} & Saint venant {Tt} torsional moment.
Arch 2D buckling:
Imperfection design ( shape first buckling mode & magnitude):
Internal forces imperfect structures:
Imperfect arch design: