Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Probabilistic Analysis on Stochastic Failure Modes of Reinforced Concrete Beams under Fatigue Loading
https://orcid.org/0000-0002-9667-1655
This paper presents a probabilistic analysis on the stochastic failure modes of reinforced concrete beams under fatigue loading according to a series of experimental tests done previously. The analysis is featured by a recently proposed stochastic fatigue damage constitutive model for concrete material and the probability density evolution method. The simulated failure modes and deflections of the beam show good agreement with the experimental results. It is also discovered that the occurrence probability of the shear failure of the beam will increase and that of the flexural failure will decrease with the rise of the upper level of fatigue load.
Probabilistic Analysis on Stochastic Failure Modes of Reinforced Concrete Beams under Fatigue Loading
https://orcid.org/0000-0002-9667-1655
This paper presents a probabilistic analysis on the stochastic failure modes of reinforced concrete beams under fatigue loading according to a series of experimental tests done previously. The analysis is featured by a recently proposed stochastic fatigue damage constitutive model for concrete material and the probability density evolution method. The simulated failure modes and deflections of the beam show good agreement with the experimental results. It is also discovered that the occurrence probability of the shear failure of the beam will increase and that of the flexural failure will decrease with the rise of the upper level of fatigue load.
Probabilistic Analysis on Stochastic Failure Modes of Reinforced Concrete Beams under Fatigue Loading
https://orcid.org/0000-0002-9667-1655
This paper presents a probabilistic analysis on the stochastic failure modes of reinforced concrete beams under fatigue loading according to a series of experimental tests done previously. The analysis is featured by a recently proposed stochastic fatigue damage constitutive model for concrete material and the probability density evolution method. The simulated failure modes and deflections of the beam show good agreement with the experimental results. It is also discovered that the occurrence probability of the shear failure of the beam will increase and that of the flexural failure will decrease with the rise of the upper level of fatigue load.
Probabilistic Analysis on Stochastic Failure Modes of Reinforced Concrete Beams under Fatigue Loading
J. Eng. Mech.
Wang, Yanpeng (Autor:in) / Li, Jie (Autor:in)
01.05.2022
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Numerical Simulation for Failure Modes of Reinforced Concrete Beams under Blast Loading
| British Library Conference Proceedings | 2011
Analysis on Fatigue Failure Modes of Reinforced Concrete Beams Strengthened with BFRP
| Trans Tech Publications | 2015
Analysis on Fatigue Failure Modes of Reinforced Concrete Beams Strengthened with BFRP
| British Library Conference Proceedings | 2015
Finite Element Analysis of Reinforced Concrete Deep Beams under Fatigue Loading
| Online Contents | 2001