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These observations have important implications for design of FRP anchored systems.
These observations have important implications for design of FRP anchored systems. 5.
Prof. Sergio Brena and Mr. Geoffrey McGuirk, both with the University of Massachusetts Amherst, carried out experimental and finite element modeling simulations of FRP anchored systems.
This paper presents the results of studies conducted recently at the University of Massachusetts Amherst to advance the understanding on the behavior of FRP anchored systems.
Finite element modeling of FRP anchored systems can be used to identify the parameters that affect behavior of sheets with complex anchor configurations.
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Offshore floating facilities are fixed by anchoring systems embedded in seabed soils through chains or ropes.
The technology may lead to terrestrial versions of the grippers that could, for example, hold TVs to walls without anchoring systems and adhesives, said lead researcher Aaron Parness with Nasa's Jet Propulsion Laboratory in Pasadena, California.
The strain rates induced in the surrounding soil by this dynamic installation is therefore significantly higher than those associated with installation of other offshore foundations and anchoring systems.
Despite the recognized importance of connections and anchoring systems, there is little experimental information about their strength and stiffness when installed in the masonry walls of old buildings.
This paper studies the debonding phenomenon of FRP anchoring systems with a linear variable width, with a numerical analysis based on the Distinct Element Method (DEM).
Mesh implants with anchoring systems require a certain holding capacity to be effective [ 1, 2].
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