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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Schmidt, Jacob Wittrup
Aalborg University
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (34/34 displayed)
- 2023Decision analytic approach for the reclassification of concrete bridges by using elastic limit information from proof loadingcitations
- 2023Decision analytic approach for the reclassification of concrete bridges by using elastic limit information from proof loadingcitations
- 2021Activated Ductile CFRP NSMR Strengtheningcitations
- 2021Activated ductile CFRP NSMR strengtheningcitations
- 2020Ductile response controlled EW CFRP anchor systemcitations
- 2019Experimental and numerical studies on the shared activation anchoring of NSMR CFRP applied to RC beams
- 2019Quantification of digital image correlation applicability related to in-situ proof load testing of bridges:5 th International Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures
- 2019Hybrid fibre-reinforced geopolymer (HFRG) composites as an emerging material in retrofitting aging and seismically-deficient concrete and masonry structurescitations
- 2019Quantification of digital image correlation applicability related to in-situ proof load testing of bridges
- 2019Quantification of digital image correlation applicability related to in-situ proof load testing of bridges
- 2019Experimental and numerical Studies on the shared Activation Anchoring of NSMR CFRP applied to RC Beams
- 2019Shared CFRP activation anchoring method applied to NSMR strengthening of RC beamscitations
- 2018DIC-monitoring of full-scale concrete bridge using high-resolution wide-angle lens camera
- 2018DIC-monitoring of full-scale concrete bridge using high-resolution wide-angle lens camera
- 2018DIC-monitoring of full-scale concrete bridge using high-resolution Wideangle lens camera
- 2015Experimental investigations of sandwich panels using high performance concrete thin plates exposed to firecitations
- 2015Sandwich panels with high performance concrete thin plates at elevated temperaturescitations
- 2015Cost optimization of load carrying thin-walled precast high performance concrete sandwich panelscitations
- 2015Sandwich panels with high performance concrete thin plates at elevated temperatures:numerical studiescitations
- 2015Experimental Studies on the Fire Behaviour of High Performance Concrete Thin Platescitations
- 2015Influence of Basalt FRP Mesh Reinforcement on High-Performance Concrete Thin Plates at High Temperaturescitations
- 2014Novel shear capacity testing of ASR damaged full scale concrete bridgecitations
- 2014Optimization process for thin-walled high performance concrete sandwich panels
- 2014Strain and displacement controls by fibre bragg grating and digital image correlationcitations
- 2013Structural performance of new thin-walled concrete sandwich panel system reinforced with bfrp shear connectors
- 2013Optimization process for thin-walled High Performance Concrete sandwich panels
- 2013A model for spalling of HPC thin plates exposed to firecitations
- 2013Fire performance of basalt FRP mesh reinforced HPC thin plates
- 2012Mechanical anchorage of FRP tendons – A literature reviewcitations
- 2012In situ measurement using FBGs of process-induced strains during curing of thick glass/epoxy laminate plate:experimental results and numerical modellingcitations
- 2012In situ measurement using FBGs of process-induced strains during curing of thick glass/epoxy laminate platecitations
- 2011Numerical Simulation and Experimental Validation of an Integrated Sleeve-Wedge Anchorage for CFRP Rodscitations
- 2009Strengthening of old metallic structures in fatigue with prestressed and non-prestressed CFRP laminatescitations
- 2009Strain Measurement Using Embedded Fiber Bragg Grating Sensors Inside an Anchored Carbon Fiber Polymer Reinforcement Prestressing Rod for Structural Monitoringcitations
Places of action
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article
In situ measurement using FBGs of process-induced strains during curing of thick glass/epoxy laminate plate
Abstract
For large composite structures, such as wind turbine blades, thick laminates are required to withstand large in-service loads. <br/>During the manufacture of thick laminates, one of the challenges met is avoiding process-induced shape distortions and residual stresses. In this paper, embedded fibre Bragg grating sensors are used to monitor process-induced strains during vacuum infusion of a thick glass/epoxy laminate. The measured strains are compared with predictions from a cure hardening instantaneous linear elastic (CHILE) thermomechanical numerical model where different mechanical boundary conditions are employed. The accuracy of the CHILE model in predicting process-induced internal strains, in what is <br/>essentially a viscoelastic boundary value problem, is investigated. A parametric study is furthermore performed to reveal the effect of increasing the laminate thickness. The numerical model predicts the experimental transverse strains well when a tied boundary condition at the tool/part interface is used and the tool thermal expansion is taken into account. However, the CHILE approach is shown to overestimate residual strains after demoulding because of the shortcomings of the model in considering viscoelastic effects. The process-induced strain magnitude furthermore increases when the laminate thickness <br/>was increased, owing mainly to a decrease in through-thickness internal transverse stresses.