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Because bonding is a general problem for wall panel design and other uses of concrete that employ steel to concrete contact zone, this research undertakes an analysis of the influence of various steel strip designs to understand bonding behavior.
The model incorporates concrete confinement, strain rate effects of steel and concrete, contact between the steel tube and concrete and dynamic relaxation for pre-loading, which is a relatively recent method for applying a pre-loading in the explicit solver.
Finite element models of the columns were created with ANSYS by considering the bond-slip effect between reinforcement and concrete, contact behavior of connection surface, and material nonlinearity, depending on different structural details.
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The mercury-concrete contact angle was taken as 140° (Ma 2014).
In past decades, concrete in contact with Oslo Alum Shale suffered severe deterioration, frequently involving quick and complete degradation of the cement paste matrix.
Fire damage to concrete causes contact-type defects that degrade its durability through impaired mechanical properties.
This could be attributed to the greater amount of bleed water trapped beneath the larger bar diameter for NC creating voids which consequently reduces the bond strength by reducing rebar-concrete the contact area.
"Think for a moment of liquid concrete," urges a contact who knows about such things.
One of the most common causes of the decay of concrete structures is contact with aggressive chemical compounds.
New models for thermal conductivity of concrete and thermal contact conductance at the interface are proposed in this paper.
Additionally, exposed metal surfaces and concrete samples in contact with rebar were examined with SEM for determination of corrosion products.
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