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| Hysteretic curves for all the L-shaped concrete-filled axialy and obliquely compressed specimens |
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| Thin-walled open section beam profiles. Under axial compression such beams can buckle in various modes, as shown in the next 3 images |
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| Cruciform column buckling under axial compression |
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| Three buckling modes of an axially compressed thin-walled I-beam |
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| Possible local buckling modes of four thin-walled column cross sections under axial compression |
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| Doubly-symmetric prismatic thin-walled beam |
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| Vibration modes of the doubly-symmetric thin-walled beam |
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| Cross-section discretization and vibration modes of doubly-symmetric thin-walled beam |
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| Three-dimensional view of vibration modes from ANSYS model (right) and from the model proposed by this paper (left) |
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| Uniformly compressed arch made of functionally graded laminated composite material |
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| Geometry of W-shaped optimized highway guard rail |
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| Deformation of empty and foam-filled thin-walled square tubes under three-point bending |
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| Force-displacement curve of thin-walled foam-filled square tube under three-point bending |
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| Axial crushing of foam-filled thin-walled square tubes |
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| Bending, shear and web-crippling capacities of thin-walled channel beams with various cross sections |
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