Multiaxial-coupled analysis of RC cross-sections subjected to combined forces
In this paper a nonlinear sectional formulation to account for full 3D stress–strain states on frame elements is presented, by means of a special cross-section model which allows for warping and section’s shape distortion. This formulation allows using a 3D constitutive model for concrete. Subsequen...
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Veröffentlicht in: | Engineering structures 2007-08, Vol.29 (8), p.1722-1738 |
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Hauptverfasser: | , |
Format: | Artikel |
Sprache: | eng |
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Online-Zugang: | Volltext |
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