Clément Boudaud
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View article: Numerical study of I-joists with wood-based corrugated panel web
Numerical study of I-joists with wood-based corrugated panel web Open
Oriented strand board (OSB) panels are widely used as the best web solution for wooden I-joists. Many previous studies have focused on testing various new web materials, but few have examined the contribution of other web shapes to the I-j…
View article: ASSESSING THE EFFECTS OF BOUNDARY CONDITIONS ON THE VIBRATIONAL COMFORT OF ON-SITE TIMBER-CONCRETE COMPOSITE FLOORS
ASSESSING THE EFFECTS OF BOUNDARY CONDITIONS ON THE VIBRATIONAL COMFORT OF ON-SITE TIMBER-CONCRETE COMPOSITE FLOORS Open
The design of timber-concrete composite structures (TCC) is usually governed by the serviceability rather than the strength, particularly for medium to long span floors.In terms of users' comfort, issues can come from vibrations of TCC flo…
View article: Design of an Accurate and Stiff Wooden Industrial Robot: First Steps Toward Robot Eco-sustainable Mechanical Design
Design of an Accurate and Stiff Wooden Industrial Robot: First Steps Toward Robot Eco-sustainable Mechanical Design Open
This article investigates the feasibility of replacing metal robot links by wooden bodies for eco-sustainable design’s purpose. Wood is a material with low environmental impact and a good mass-to-stiffness ratio. However, it has significan…
View article: RobEcolo: Optimal Design of a Wooden Five-Bar Mechanism
RobEcolo: Optimal Design of a Wooden Five-Bar Mechanism Open
Eco-design of robots has almost never be en explored in the past. This work investigates the potential of using bio-sourced materials, which have almost no environmental impact, instead of metals for robot design. Also, wood is one of the …
View article: Control-based Design of a Five-bar Mechanism
Control-based Design of a Five-bar Mechanism Open
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View article: Influence of joint strength variability in timber-frame structures: Propagation of uncertainty through shear wall FE models under seismic loading
Influence of joint strength variability in timber-frame structures: Propagation of uncertainty through shear wall FE models under seismic loading Open
Results of tests performed on joints used in timber-frame construction allow characterizing the variability of their mechanical behavior, which differs substantially from one joint to the next. The parameters of a constitutive model of the…