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This effect has been observed in a previous study (Hayashi et al. 1997) and is also similar to the behavior of a reinforcing steel bar anchored in concrete under cyclic loading (Model Code 2010).
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In this paper, the ultimate behavior of a reinforced concrete cooling tower shell in hyperbolic configuration is presented.
In order to investigate the behavior of a reinforced concrete element strengthened with carbon fiber reinforced polymers (CFRP), both mechanical and acoustic information have been considered independently in several studies.
Then, the subsequent shear analysis of the web shear element can be done by employing the MCFT (Vecchio and Collins 1986), which adequately predicts structural behavior of a reinforced concrete element subjected to bi-axial stress while considering compatibility, equilibrium, and constitutive relations of the materials together.
From their theoretical study, they concluded that the behavior of a reinforced concrete wall in one-sided fire exposure could be significantly influenced by the height to thickness ratio of the wall, the location of steel reinforcement, associated cover thickness, and end restraints.
The nonlinear vibration behaviors of a reinforced composite plate with the carbon nanotubes (CNT) under combined the parametric and forcing excitations are studied in this paper for the first time.
The effectiveness of masonry infill wall on behavior of a Reinforced Concrete (RC) frame subjected to a column failure is studied experimentally.
Another FEA model is developed to study the seismic behavior of a Reinforced Concrete (RC) wall, which is validated by results from an existing study.
The present paper is devoted to the analysis of the behavior of a composite reinforced cylinder under various loadings.
Deb et al. [4] proposed a mechanical model to predict the behavior of a geosynthetic reinforced granular fill over soft soil improved with end bearing granular piles.
This study examines the longitudinal creep behavior of a unidirectionally reinforced SiC fiber/Ti-1100 fiber/Ti-1100540°compositecuum.
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