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Nonlinear Stability Theorem for Eady's Model of Quasigeostrophic Baroclinic Flow
Publisher: American Meteorological Society
Abstract: In this paper, the linear stability criterion for Eady's problem is proved to be also a nonlinear stability one. Upper bounds for the disturbance potential enstrophy, the disturbance energy, and the disturbance available ...
Equivalent Stress Transformation for Efficient Probabilistic Fatigue-Crack Growth Analysis under Variable Amplitude Loadings
Publisher: American Society of Civil Engineers
Abstract: A general probabilistic fatigue-crack growth prediction methodology for accurate and efficient damage prognosis is proposed in this paper. The methodology is based on an equivalent stress transformation and the inverse ...
Equivalent Stress Transformation for Efficient Probabilistic Fatigue-Crack Growth Analysis under Variable Amplitude Loadings
Publisher: American Society of Civil Engineers
Abstract: A general probabilistic fatigue-crack growth prediction methodology for accurate and efficient damage prognosis is proposed in this paper. The methodology is based on an equivalent stress transformation and the inverse ...
Inverse First-Order Reliability Method for Probabilistic Fatigue Life Prediction of Composite Laminates under Multiaxial Loading
Publisher: American Society of Civil Engineers
Abstract: A new methodology for concurrent dynamic analysis and structural fatigue prognosis is proposed in this paper. The proposed methodology is based on a novel small timescale formulation of material fatigue crack growth that ...
New Method for Concurrent Dynamic Analysis and Fatigue Damage Prognosis of Bridges
Publisher: American Society of Civil Engineers
Abstract: A new methodology for concurrent dynamic analysis and structural fatigue prognosis is proposed in this paper. The proposed methodology is on the basis of a novel small time scale formulation of material fatigue crack growth ...
Simplified Model for Corrosion-Induced Bond Degradation between Steel Strand and Concrete
Publisher: American Society of Civil Engineers
Abstract: The corrosion-induced bond degradation between corroded steel strands and concrete is investigated in the present study. Ten pull-out specimens with different corrosion levels were tested to study corrosion’s effects on ...
Model for Flexural Strength Calculation of Corroded RC Beams Considering Bond–Slip Behavior
Publisher: American Society of Civil Engineers
Abstract: An analytical model is proposed in this paper to evaluate the residual flexural strength for corroded RC beams. The steel slipping caused by bond degradation is included in the proposed model. Various failure modes of beams ...
Closure to “Bridge Remaining Strength Prediction Integrated with Bayesian Network and In Situ Load Testing” by Yafei Ma, Lei Wang, Jianren Zhang, Yibing Xiang, and Yongming Liu
Publisher: American Society of Civil Engineers
Bond Degradation–Induced Incompatible Strain between Steel Bars and Concrete in Corroded RC Beams
Publisher: American Society of Civil Engineers
Comparative Study of Flexural Behavior of Corroded Beams with Different Types of Steel Bars
Publisher: American Society of Civil Engineers
Abstract: An experimental study is proposed to compare the corrosion-induced flexural behavior deterioration of beams with various bar types and bar diameters. The proposed study aims to distinguish the effects of the corrosion of ...
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