Adaptive multiscale analyses on structural failure considering localized damage evolution on vulnerable joints

Deterioration in structures starts from meso-scale defects on vulnerable joints where damage evolution becomes main reason of fatigue accumulation. Therefore analyses on structural failure induced by fatigue accumulation must be carried out in multi-scale. This paper is aimed to provide a multi-scal...

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Veröffentlicht in:	Archives of Civil and Mechanical Engineering 2014-02, Vol.14 (2), p.304-316
Hauptverfasser:	Zheng, Z.Y., Li, Z.X., Chen, Z.W.
Format:	Artikel
Sprache:	eng
Schlagworte:	Civil Engineering Coupling Damage accumulation Damage evolution Damage localization Defects Deterioration Engineering Evolution Fatigue failure Mechanical Engineering Multi-scale modeling Multiscale analysis Nonlinear response Nonlinearity Original Research Article Stiffening Structural failure Structural Materials Trans-scale boundary Trusses Vulnerable joints
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