A5078715938- Dam Engineering and Safety
- Wood Treatment and Properties
- Probabilistic and Robust Engineering Design
- Concrete Corrosion and Durability
- Structural Analysis of Composite Materials
- Geotechnical Engineering and Analysis
- Soil and Unsaturated Flow
- Textile materials and evaluations
- Fatigue and fracture mechanics
- Corrosion Behavior and Inhibition
- Hydraulic flow and structures
- Infrastructure Maintenance and Monitoring
- Geotechnical and Geomechanical Engineering
- Numerical methods in engineering
- Soil Mechanics and Vehicle Dynamics
- Structural Response to Dynamic Loads
- Structural Health Monitoring Techniques
- Concrete and Cement Materials Research
- Hydrology and Sediment Transport Processes
- Structural Engineering and Vibration Analysis
- Engineering Structural Analysis Methods
- Optimal Experimental Design Methods
- 3D Shape Modeling and Analysis
- Asphalt Pavement Performance Evaluation
- Structural Integrity and Reliability Analysis
Centre National de la Recherche Scientifique
2016-2019
Institut Pascal
2007-2019
Université Clermont Auvergne
2006-2019
Universidad Blas Pascal
2009-2018
Clermont Université
2010-2016
The penetrometers allow one to obtain a global parameter, which is the cone resistance; this related soil failure and not its deformability. idea use penetrometer measure in situ deformability properties of soils. A new method measurement then presented article: monotonic static loading test using penetrometer. main objective particularly three mechanical parameters, are Young's modulus E, cohesion c, friction angle ϕ. This article describes testing equipment tests performed by precise...
An original stochastic finite element method (SFEM) is proposed for the texture analysis of food products which samples cannot be standardized. SFEM able to distinguish shape and variability. As an illustration, methodology applied dry cat using compression testing. First, a deterministic damage elastic model depending on six mechanical three size parameters shown fit adequately experimental data. Then, Morris screening FEM data: this highlights that variability tests significantly affected...
This paper presents a parametric study to investigate the mechanical behavior of bolted connection plates based on finite element analysis (FEA). Different parameters as end distances, bolt spacing, and plate thickness. EC3 (Eurocode 3) AISC-LRFD (American Institute for Steel Construction - Load Resistance Factor Design) specifications design ultimate loads are compared with elements results. Many failure modes observed such curling, bearing, net section failure, edge tearing connected etc....