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Your search keyword '"NEAGOE, Catalin Andrei"' showing total 4 results
Start Over Author "NEAGOE, Catalin Andrei" Topic fibre-reinforced plastic
4 results on '"NEAGOE, Catalin Andrei"'

1. Tensile tests of Basalt FRP rebars using steel wedges with aluminum sleeves

Author

Neagoe, Catalin Andrei, Gil Espert, Lluís, Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria, and Universitat Politècnica de Catalunya. LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials

Subjects
Fibre-reinforced plastic, Basalt FRP, Enginyeria dels materials::Assaig de materials [Àrees temàtiques de la UPC], Plàstics reforçats amb fibra
Abstract

In the current report are analyzed the experimental results of several tensile tests of Basalt FRP (BFRP) rebars provided by VSL, anchored with steel wedges with aluminum sleeves. The investigation was conducted in the laboratory of CER LITEM from the Department of Strength of Materials and Structural Engineering of Universitat Politècnica de Catalunya – BarcelonaTech. Objective of the study: to determine the failure modes and ultimate tensile stresses of 6 mm and 8 mm Basalt FRP rebars, anchored with steel wedge systems with aluminum sleeves.

Published
2013

2. Tensile tests of basalt FRP rebars using mechanical anchorages

Author

Neagoe, Catalin Andrei, Gil Espert, Lluís, Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria, and Universitat Politècnica de Catalunya. LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials

Subjects
Fibre-reinforced plastic, Basalt FRP, Enginyeria dels materials::Assaig de materials [Àrees temàtiques de la UPC], Plàstics reforçats amb fibra
Abstract

In the current report are analyzed the experimental results of initial tensile tests of Basalt FRP (BFRP) rebars provided by VSL. The investigation was conducted on the 19th of February 2013, in the laboratory of CER LITEM. Objectives of the study: to determine the tensile strengths of 6 mm and 8 mm basalt FRP rebars, and to determine what type of test setup and anchorage system is best suited for future tensile tests of BFRP bars.

Published
2013

3. Tensile tests of basalt FRP rebars using steel wedges

Author

Neagoe, Catalin Andrei, Gil Espert, Lluís, Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria, and Universitat Politècnica de Catalunya. LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials

Subjects
Fibre-reinforced plastic, Basalt FRP, Enginyeria dels materials::Assaig de materials [Àrees temàtiques de la UPC], Plàstics reforçats amb fibra
Abstract

In the current report are analyzed the experimental results of several tensile tests of Basalt FRP (BFRP) rebars provided by VSL, anchored with steel wedges. The investigation was conducted in the laboratory of CER LITEM Objectives of the study: to determine the failure modes and ultimate tensile stresses of 6 mm and 8 mm Basalt FRP rebars anchored with two different steel wedge systems; and to compare the anchoring efficiency of the wedge systems.

Published
2013

4. Tensile tests of basalt FRP rebars using chemical anchorages

Author

Neagoe, Catalin Andrei, Gil Espert, Lluís|||0000-0002-2007-4846, Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria, and Universitat Politècnica de Catalunya. LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials

Subjects
Fibre-reinforced plastic, Basalt FRP, Enginyeria dels materials::Assaig de materials [Àrees temàtiques de la UPC], Plàstics reforçats amb fibra
Abstract

In the current report are analyzed the experimental results of initial tensile tests of Basalt FRP (BFRP) rebars provided by VSL. The investigation was conducted in the laboratory of CER LITEM. Objectives of the study: to determine the tensile strengths of 6 mm and 8 mm basalt FRP rebars, and to determine what type of test setup and anchorage system is best suited for future tensile tests of BFRP bars.

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