Zobrazeno 1 - 10
of 32
pro vyhledávání: '"Pierre Labossière"'
Publikováno v:
Journal of Composite Materials. 50:3731-3749
This paper presents the effect of geometric parameters on the behavior of bolted glass fibre reinforced polymer (GFRP) pultruded plates for civil engineering applications. After a literature review, results of an experimental analysis investigating t
Autor:
Sébastien Langlois, Therese Ako Donfack Tajeuna, Pierre Labossière, Frédéric Légeron, Marc Demers
Publikováno v:
Canadian Journal of Civil Engineering. 43:657-666
Through an experimental study, this paper describes the behavior of single-lap bonded and bolted–bonded connections for configurations with minimum geometric parameters proposed in design references. Two types of multi-material connections are cons
Publikováno v:
Engineering Structures. 102:344-357
Through experimental and numerical studies, this research work aims to provide directions on the optimal geometric configuration for single-lap and double-lap bolted connection between aluminum alloy 6061-T6 and steel. From experimental test results,
Publikováno v:
Applied Mathematical Modelling. 36:3883-3902
The main objective of this research project to develop a new type of hybrid glulam beam that will increase the performance of a timber structural element by combining it with ultra-high-performance concrete with short fibre reinforcement (UHPC-SFR).
Publikováno v:
Construction and Building Materials. 32:90-98
A finite element model developed to identify the parameters that have the most influence on the behaviour of FRP shear-strengthened beams is presented. The parameters investigated are the amount of steel stirrups, the concrete compressive strength, t
Publikováno v:
Computers & Structures. :269-282
Numerical analyses are performed with the ADINA finite element (FE) package to predict the behavior of beams shear-strengthened using externally bonded (EB) fiber reinforced polymers (FRPs). Nonlinear material behavior of the plain concrete, steel re
Publikováno v:
Journal of Composites for Construction. 14:217-223
The main objective of the research project reported here is to develop a new hybrid glulam beam that will increase the performance of timber structures and optimize the use of wood in such structures. The hybrid beam is made by combining glulam with
Publikováno v:
Australian Journal of Structural Engineering. 11:87-101
The shear crack angle is a key parameter in the calculation of the fibre-reinforced polymer (FRP) contribution to the shear capacity of a shear-strengthened reinforced concrete beam. In this study, a new approach is developed to estimate the shear cr
Autor:
Pierre Labossière, Luke Bisby
Publikováno v:
Journal of Professional Issues in Engineering Education and Practice. 136:48-56
Competence in design is an engineering skill that can only be achieved with appropriate training and through accumulation of relevant experience. While in some fields of engineering there are numerous industry-oriented problems that can be investigat
Publikováno v:
Journal of Composites for Construction. 11:640-649
An attractive technique for the shear strengthening of reinforced concrete beams is to provide additional web reinforcement in the form of externally bonded fiber-reinforced polymer (FRP) sheets. So far, theoretical studies concerning the FRP shear s