693.932 PEOPLE
| People | Locations | Statistics |
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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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Loendersloot, Richard
University of Twente
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (53/53 displayed)
- 2023Theoretical and experimental investigations on control parameters of piezo-based vibro-acoustic modulation health monitoring of contact acoustic nonlinearity in a sandwich beamcitations
- 2023Impact Damage Identification on Composite Structures
- 2022Dynamics-based impact identification method for composite structures
- 2021Numerical Modelling of Stochastic Fatigue Damage Accumulation in Thick Compositescitations
- 2020Ultrasonic inline inspection of a cement-based drinking water pipelinecitations
- 2019Fatigue Damage Identification and Remaining Useful Life Estimation of Composite Structures using Piezo Wafer Active Transducerscitations
- 2019Towards the development of a hybrid methodology of head checks in railway infrastructure
- 2018A Labview/Arduino Measurement System for Shape Memory Alloy Wirescitations
- 2018Acousto-Ultrasonic Damage Monitoring in a Thick Composite Beam for Wind Turbine Applications
- 2018The Detection of Fatigue Damage Accumulation in a Thick Composite Beam Using Acousto Ultrasonics
- 2017Modal strain energy-based structural health monitoring validation on rib stiffened composite panels
- 2016Modal Strain Energy Based Structural Health Monitoring on Rib Stiffened Composite Panels
- 2016Monitoring dynamic stiffness that predicts concrete structure degradation
- 2015Identification of barely visible impact damages on a stiffened composite panel with a probability-based approachcitations
- 2015Identification of barely visible impact damages on a stiffened composite panel with a probability-based approach
- 2015Damage identification in composite panels using guided waves
- 2015Experimental evaluation of vibration-based damage identification methods on a composite aircraft structure with internallymounted piezo diaphragm sensorscitations
- 2015Damage Identification in Composite Panels - Methodology and Visualisationcitations
- 2015Damage identification in composite panelscitations
- 2014Aligning PHM, SHM and CBM by understanding the physical system failure behaviour
- 2013Engineers in a flap over rotor blades
- 2013Development of a Damage Quantification Model for Composite Skin-Stiffener Structures
- 2012Smart actuation for helicopter rotorbladescitations
- 2011Dynamic characterisation of a damaged composite structure with stiffeners employing fibre bragg gratings
- 2011Vibration based structural health monitoring and the modal strain energy damage index algorithm applied to a composite T-beamcitations
- 2011Development of a Damage Quantification Model for Composite Skin-Stiffener Structures
- 2010Development of a multigrid finite difference solver for benchmark permeability analysis
- 2009Vibration based structural health monitoring in fibre reinforced composites employing the modal strain energy method
- 2008Transverse permeability of woven fabrics (CD-rom)
- 2008Permeability Prediction Using a Multigrid Method (CD-rom)
- 2006Experimental verification of out-of-plane permeability : powerpoint presentation
- 2006A permeability prediction for non-crimp fabrics
- 2006Experimental investigation of the compressibility and permeability of fabric reinforcements : abstract
- 2006Experimental verification of out-of-plane permeability
- 2005A permeability prediction for non-crimp fabrics
- 2005Forming simulation of febre reinforced composites
- 2005Comparison of Permeability Experiments and Explanations of Experimental Scatter based on Geometric Models
- 2005Drape simulation of non-crimp fabrics
- 2004Multigrid/Network approach based permeability prediction
- 2004Permeability prediction of non-crimp fabrics based on a geometric model
- 2004Permeability Experiments: Design, development and methodology of a resin transfer moulding measuring device [Abstract]
- 2004A permeability prediction for (Un)Sheared non-crimp fabrics
- 2003Permeability Prediction of Non-Crimp Fabrics Based on a Geometric Model
- 2003Architecture and permeability of sheared charbon firbre-crimp fabrics
- 2003Quarterly Progress Report UT-NLR RTM project
- 2003Appendix II: Permeability, drapeability and compressibility - Three Interrelated Properties
- 2003Geometry and permeability of non-crimp fabrics
- 2003Permeability prediction of a single layer non-crimp fabric
- 2003Material characterisation for finite element simulations of draping with non-crimp fabrics
- 2002A least squares approximation of annular flow
- 2002Through-thickness permeability measurements of fibre reinforcements
- 2002Definition o developed RVE (unit cell) models
- 2001Resin transfer moulding of high performance composites
Places of action
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document
Monitoring dynamic stiffness that predicts concrete structure degradation
Abstract
This paper presents a series of laboratory experiments on a scaled reinforced concrete bridge deck as well as results of a pilot project on an existing bridge. The ultimate goal is to develop a structural health monitoring system based on evaluation of the dynamic bending stiffness which would be derived from easy to use measurement devices. The experiments are aimed at measuring the deflection for static load, and the dynamic response due to a moving mass, representing a traffic load. The two types of applied sensors are accelerometers and linear variable differential transducer (LVDT). Lab results include dynamic response from uncracked, partial cracked and fully cracked conditions, which influenced the dynamic stiffness. Changes of stiffness therefor is to be believed to be a parameter for crack conditions. The concept has been applied to an existing bridge to prove its value.