SILVIO VALENTE



Professor of Structural Engineering at the Politecnico of Turin since 1994. He has been teaching Strength of Materials and Structural Mechanics since 1988. He is active in research in the domain of the Materials and Structural Mechanics. He is author and co-author of about 70 papers and communications to congress on topics as: equilibrium stability, dynamics, fracture mechanics of quasi-brittle materials. The focus is mainly adressed to numerical simulation problems. He has been in charge of italian research programs PRIN (MIUR) for the year 1998,2000, 2002, 2004,2007 and of research programs for ENEL (1996:Hydraulic and Structural Pole, 2008:Eureka project). Member of scientific board of doctorate course on Structural Engineering at Politecnico di Torino. Reviewer for the following international journal: Computational methods in applied mechanics and engineering, Computer and Structures, International Journal of Solids and Structures, Engineering Fracture Mechanics, Fatigue and Fracture of Engineering Materials and Structures.
Member of IACM,EUROMECH and FRAMCOS international associations.

Current research project


Title: "Preservation, Safeguard and Valorisation of Masonry Decorations in the Architectural Historical Heritage of Piedmont", Research project supported by Piedmont Region Administration, acronym:RE_FRESCOS, years 2010-2012.

Recent papers on international journals

1
F. Barpi and S. Valente.
The cohesive frictional crack model applied to the analysis of the dam-foundation joint.
Engineering Fracture Mechanics, pages 2182-2191, 2010.
ISSN: 0013-7944, doi: 10.1016/j.engfracmech.2010.02.030.

2
F. Barpi and S. Valente.
Subcritical crack propagation under cyclic load of concrete structures.
Magazine of Concrete Research, 62:489-496, 2010.
ISSN: 0024-9831, doi: 10.1680/macr.2010.62.7.489.

3
F. Barpi and S. Valente.
Modeling water penetration at dam-foundation joint.
Engineering Fracture Mechanics, 75/3-4:629-642, 2008.

4
F. Barpi and S. Valente.
Lifetime evaluation of concrete structures under sustained post-peak loading.
Engineering Fracture Mechanics, 72:2427-2443, 2005.
Elsevier Science Ltd. (Gran Bretagna).

5
F. Barpi and S. Valente.
A fractional order rate approach for modeling concrete structures subjected to creep and fracture.
International Journal of Solids and Structures, 41/9-10:2607-2621, 2004.

6
F. Barpi and S. Valente.
Creep and fracture in concrete: A fractional order rate approach.
Engineering Fracture Mechanics, 70:611-623, 2003.

7
A. Carpinteri, P. Cornetti, F. Barpi, and S. Valente.
Cohesive crack model description of ductile to brittle size-scale transition: Dimensional analysis vs. renormalization group theory.
Engineering Fracture Mechanics, 70(14):1809-1839, 2003.
Elsevier Science Ltd. (Great Britain).

8
F. Barpi and S. Valente.
Fuzzy parameters analysis of time-dependent fracture of concrete dam models.
International Journal for Numerical and Analytical Methods in Geomechanics, 26:1005-1027, 2002.

9
F. Barpi and S. Valente.
Numerical simulation of prenotched gravity dam models.
Journal of Engineering Mechanics (ASCE), 126(6):611-619, 2000.

10
F. Barpi, G. Ferrara, L. Imperato, and S. Valente.
Lifetime of concrete dam models under constant loads.
Materials and Structures, 32:103-111, 1999.

11
F. Barpi and S. Valente.
Size-effects induced bifurcation phenomena during multiple cohesive crack propagation.
International Journal of Solids and Structures, 35(16):1851-1861, 1998.

12
A. Carpinteri, S. Valente, F. P. Zhou, G. Ferrara, and G. Melchiorri.
Tensile and flexural creep rupture tests on partially-damaged concrete specimens.
Materials and Structures, 30:269-276, 1997.