Keywords: خم شدن مفاصل; Cold-formed steel; Distortional buckling; Stiffened web; Analytical solution;
مقالات ISI خم شدن مفاصل (ترجمه نشده)
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Keywords: خم شدن مفاصل; Perforated; Cold-formed; Channel; Distortional buckling; Web opening; Finite element;
Keywords: خم شدن مفاصل; Geometric imperfection; Sigma sections; Local buckling; Distortional buckling;
Keywords: خم شدن مفاصل; Cold-formed steel beams; Local buckling; Distortional buckling; Moment-rotation; Moment-curvature; Backbone curve; Cross-section slenderness;
Keywords: خم شدن مفاصل; Cold-formed steel column; Distortional buckling; Analytical formulae; End condition;
Keywords: خم شدن مفاصل; Cold-formed steel; Partially stiffened elements; The energy method; Distortional buckling; Effective width method;
Keywords: خم شدن مفاصل; Distortional buckling; Cold-formed; Beam; Analytical; Half buckling wavelength; Complex lip
Keywords: خم شدن مفاصل; Cold-formed; Steel; Beam; Fire; Lateral-torsional buckling; Distortional buckling
Keywords: خم شدن مفاصل; Direct strength method; Distortional buckling; Local buckling; Lipped channel column; Local-distortional interaction; Finite element analysis
Keywords: خم شدن مفاصل; Finite element; Cold-formed steel; Purlin-sheeting systems; Uniformly distributed transverse load; Distortional buckling; Buckling interactions
Keywords: خم شدن مفاصل; Neural networks; EHS; Elliptical tubes; Distortional buckling; Compression; Critical stress; Half-wave length; Closed-form expression
Keywords: خم شدن مفاصل; Multiobjective optimization; Cold-formed steel; Maximum strength; Local buckling; Global (flexural) buckling; Distortional buckling
Keywords: خم شدن مفاصل; Cold-formed; Complex finite strip method; Local buckling; Shear buckling; Distortional buckling; Global buckling
Keywords: خم شدن مفاصل; Cold-formed steel; Channels; Edge stiffeners; Distortional buckling; Partially stiffened element; Aspect ratio
Keywords: خم شدن مفاصل; Buckling modes; Classification; Decomposition; Local buckling; Distortional buckling; Instability
Keywords: خم شدن مفاصل; Cold-formed steel beams; Local buckling; Distortional buckling; Stiffness; Cross-section slenderness
Keywords: خم شدن مفاصل; Bucking; Built-up sections; Cold-formed steel; Columns; Distortional buckling; Local buckling
Keywords: خم شدن مفاصل; Cold-formed steel columns; Distortional buckling; Post-buckling strength capacity; Strength design curves; Effective width formulas
Keywords: خم شدن مفاصل; Cold-formed steel structures; Post-fire mechanical properties; Exposed temperature; Distortional buckling;
Keywords: خم شدن مفاصل; Cold-formed steel web-stiffened lipped channel columns; Distortional buckling; Local–distortional interaction; Experimental results; Numerical simulations; DSM (Direct Strength Method) ultimate strength prediction
Keywords: خم شدن مفاصل; Elastic buckling; Perforation; Finite strip analysis; Local buckling; Global buckling; Distortional buckling
Keywords: خم شدن مفاصل; Constrained finite strip method; Modal identification; Local buckling; Distortional buckling; Buckling mode interaction
Design of the distortional buckling capacity of stainless steel lipped C-section columns
Keywords: خم شدن مفاصل; Stainless steel column; Lipped C-section; Distortional buckling; Direct Strength Method; Bearing capacity;
Experimental, numerical, and regulatory P-Mx-My domains for cold-formed perforated steel uprights of pallet-racks
Keywords: خم شدن مفاصل; Cold formed steel; Compression-bending interaction; Biaxial bending; Elastic-plastic stability; Global buckling; Distortional buckling;
A stiffened-plate buckling model for calculating critical stress of distortional buckling of CFS columns
Keywords: خم شدن مفاصل; Cold-formed steel; Columns; Distortional buckling; Modeling; Analytical solution;
A stiffened plate buckling model for calculating critical stress of distortional buckling of CFS beams
Keywords: خم شدن مفاصل; Cold-formed steel; Beams; Distortional buckling; Modelling; Analytical solution
GBT-based finite element to assess the buckling behaviour of steel–concrete composite beams
Keywords: خم شدن مفاصل; Steel-concrete composite beams; Generalised Beam Theory (GBT); Distortional buckling; Local buckling; Shear lag
On the strength and DSM design of cold-formed steel web/flange-stiffened lipped channel columns buckling and failing in distortional modes
Keywords: خم شدن مفاصل; Cold-formed steel columns; Web/flange stiffened lipped channels; Distortional buckling; Distortional failure; Generalised Beam Theory (GBT) analysis; ANSYS shell finite element model; Direct Strength Method (DSM) design
General distortional buckling formulae for both fixed-ended and pinned-ended C-section columns
Keywords: خم شدن مفاصل; Cold-formed; Distortional buckling; Critical stress; Analytical formulae; Fixed-ended columns
An experimental investigation of stiffened cold-formed C-channels in pure bending and primarily shear conditions
Keywords: خم شدن مفاصل; Cold-formed steel; Pure bending test; Direct Strength Method; Inelastic buckling strength; Local buckling; Distortional buckling; Non-dimensional slenderness
A unified analysis for distortional and lateral buckling of C-purlins in flexure
Keywords: خم شدن مفاصل; C-purlins; Distortional buckling; Lateral buckling; Interactive spring
Neural networks for inelastic distortional buckling capacity assessment of steel I-beams
Keywords: خم شدن مفاصل; Artificial Neural Network (ANN); Distortional buckling; Web distortion; Finite Element Analysis; Steel I-beam
Distortional–global interaction buckling of stainless steel C-beams: Part I — Experimental investigation
Keywords: خم شدن مفاصل; Stainless steel; Experiment; Interaction buckling; Distortional buckling; Global buckling; Thin-walled beams
Elastic distortional buckling of doubly symmetric steel I-section beams with slender webs
Keywords: خم شدن مفاصل; I-section; I-beam; Complex finite strip method; Distortional buckling; Slender web; Thin-walled
Distortional–global interaction buckling of stainless steel C-beams: Part II — Numerical study and design
Keywords: خم شدن مفاصل; Stainless steel; Numerical model; Interaction buckling; Distortional buckling; Global buckling; Thin-walled beams
On the Direct Strength Method (DSM) design of cold-formed steel columns against distortional failure
Keywords: خم شدن مفاصل; Cold-formed steel columns; Distortional buckling; Distortional failure; Direct strength method (DSM) design; Shell finite element analysis
Local and distortional buckling of cold-formed steel beams with both edge and intermediate stiffeners in their compression flanges
Keywords: خم شدن مفاصل; Buckling; Cold-formed steel; Design rules; Distortional buckling; Finite element analysis; Intermediate stiffener; Local buckling; Steel structures; Ultimate strength
The failure of thin-walled lipped channel compression members due to coupled local-distortional interactions and material yielding
Keywords: خم شدن مفاصل; Finite element simulation; Lipped channel columns; Local buckling; Distortional buckling; Global flexural buckling; Coupled buckling; Local-distortional interaction; Post-local buckling; Material yielding; Geometric imperfections; Failure mechanics
Behaviour of cold-formed steel perforated sections in compression: Part 2—numerical investigations and design considerations
Keywords: خم شدن مفاصل; Pallet rack; Ultimate strength; Distortional buckling; Interactive buckling; Erosion; Numerical investigation; Sensitivity analysis
Experimental investigation of built-up double-Z members in bending and compression
Keywords: خم شدن مفاصل; Cold-formed steel; Built-up sections; Light-steel framing; Full-scale experiments; Distortional buckling
Behaviour of cold-formed steel perforated sections in compression. Part 1—Experimental investigations
Keywords: خم شدن مفاصل; Pallet rack; Ultimate strength; Distortional buckling; Interactive buckling; Erosion; Experimental investigation
Local and distortional buckling of cold-formed steel beams with edge-stiffened flanges
Keywords: خم شدن مفاصل; Buckling; Cold-formed steel; Design rules; Distortional buckling; Finite element analysis; Local buckling; Steel structures; Ultimate strength
Direct Strength Method for calculating distortional buckling capacity of cold-formed thin-walled steel columns with uniform and non-uniform elevated temperatures
Keywords: خم شدن مفاصل; Steel; Cold-formed; Thin-walled; Direct Strength Method; Distortional buckling; Fire resistance; Numerical modelling; Non-uniform elevated temperature; Uniform elevated temperature
Selection of the initial geometrical imperfection in nonlinear FE analysis of cold-formed steel rack columns
Keywords: خم شدن مفاصل; Geometrical imperfection; Cold-formed steel; Distortional buckling; Finite element; Rack columns
Numerical study of built-up double-Z members in bending and compression
Keywords: خم شدن مفاصل; Cold-formed steel; Built-up sections; Finite element method; Portal frames; Experimental validation; Distortional buckling; Torsional–flexural buckling
Post-buckling behaviour and direct strength design of lipped channel columns experiencing local/distortional interaction
Keywords: خم شدن مفاصل; Direct Strength Method (DSM); Cold-formed steel; Lipped channel columns; Ultimate strength; Local buckling; Distortional buckling; Interactive buckling
Distortional buckling of thin-walled inclined lipped channel beams bending about the minor axis
Keywords: خم شدن مفاصل; Cold-formed thin-walled inclined lipped channels; Beams bending about the minor axis; Distortional buckling; Warping; Transverse bending deformation; Generalised Beam Theory (GBT)
Effective Width Method for determining distortional buckling strength of cold-formed steel flexural C and Z sections
Keywords: خم شدن مفاصل; Cold-formed steel; Element behavior; Distortional buckling; Flexural member; Effective Width Method;
Buckling and optimal design of cold-formed thin-walled beams: Review of selected problems
Keywords: خم شدن مفاصل; Thin-walled beams; Local buckling; Distortional buckling; Global buckling; Optimization
Finite element modelling of cold-formed steel beams under local buckling or combined local/distortional buckling
Keywords: خم شدن مفاصل; Buckling; Cold-formed steel; Distortional buckling; Finite element analysis; Local buckling; Steel structures; Ultimate strength