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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 106
PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by:
Paper 250
Experimental and Numerical Analysis of the Flexural Behaviour of Glass Fiber Reinforced Polymer Pultruded Material S. Benfratello1, A. Cirello2, L. Palizzolo1, A. Spada1 and P. Tabbuso1
1Department of Civil, Enviromental, Aerospatial, Material Engineering, University of Palermo, Italy
S. Benfratello, A. Cirello, L. Palizzolo, A. Spada, P. Tabbuso, "Experimental and Numerical Analysis of the Flexural Behaviour of Glass Fiber Reinforced Polymer Pultruded Material", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 250, 2014. doi:10.4203/ccp.106.250
Keywords: speckle interferometry, pultruded material, glass fiber reinforced polymer materials, displacement field..
Summary
The use of glass fiber reinforced polymer materials (GFRP) has increased in recent
years for structural engineering. The intrinsic non isotropic nature of GFRP
materials together with many manufacturing characteristics encourages the extensive
investigation of the real constitutive behaviour. Among the full-field contactless
techniques electronic speckle-pattern interferometry (ESPI) plays an important role
as a result of its capability to produce real-time fringe patterns on objects with
optically rough surfaces, with a displacement sensitivity close to the light
wavelength. The aim of this paper is to experimentally analyze the bending
behaviour of GFRP specimens. This goal is achieved first by applying ESPI,
handled by a phase-stepping technique, to obtain the experimental four-point
flexural response of GFRP prismatic specimens with their longitudinal axis aligned
with the pultrusion direction as well as with the orthogonal one. All the analysis are
carried out by means of an in-plane set-up configuration and the images obtained are
filtered by an appropriate developed iterative filter. The second step is to
numerically reproduce the experimental behaviour by suitably setting the
constitutive material model in an appropriate finite element code. The results
obtained confirm that the GFRP material tested does not behave in an isotropic way
and possesses a different Young's modulus in tension and compression.
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