Strain-Rate Sensitivity of a Pultruded E-Glass/Polyester Composite

Author:

Asprone Domenico1234,Cadoni Ezio1234,Prota Andrea1234,Manfredi Gaetano1234

Affiliation:

1. Ph.D. Candidate, Dept. of Structural Engineering, Univ. of Naples Federico II, Via Claudio 21, P.O. Box I-80125, Naples, Italy (corresponding author).

2. Full Professor, Univ. of Applied Sciences of Southern Switzerland, Blocco C (TREVANO), Canobbio, P.O. Box CH-6952, Lugano, Switzerland.

3. Assistant Professor, Dept. of Structural Engineering, Univ. of Naples Federico II, Via Claudio 21, P.O. Box I-80125, Naples, Italy.

4. Full Professor, Dept. of Structural Engineering, Univ. of Naples Federico II, Via Claudio 21, P.O. Box I-80125, Naples, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference21 articles.

1. Experimental analysis on tensile dynamic behavior of existing concrete under high strain rates;Asprone D.;ACI Struct. J.,2009

2. Asprone D. Cadoni E. Prota A. and Manfredi G. (2009b). “Investigation on dynamic behavior of a Mediterranean natural stone under tensile loading.” Int. J. Rock Mech. Min. Sci.ZZZZZZ1365-1609 in press

3. ASTM. (2003). “Standard test method for tensile properties of polymer matrix composite materials.” ASTM D 3039/D 3039M West Conshohoken Pa. 13.

4. CEB-FIP MODEL CODE 1990

5. Compressive Resistance of Unidirectional GFRP Under High Rate of Loading

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