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Ponencia
Structural analysis of a deployable double-layer tensegrity grid
(Víctor Compán Cardiel [etc.], 2015)
Different methods have been used recently to discover new families of a type of space frame: Double- Layer Tensegrity Grids (DLTGs). The main objective of this work is analyzing the process for the design and calculation ...
Ponencia
Influence of micromechanics in composite panels buckling loads
(Víctor Compán Cardiel [etc.], 2015)
In-plane compression loads may cause buckling of fiber-reinforced composite panels. An accurate knowledge of these critical buckling loads is essential for structural design. In all cases of buckling of panels, critical ...
Ponencia
Design and calculation of dowel‐type joints in timber structures : Behaviour of load against displacement
(Víctor Compán Cardiel [etc.], 2015)
A joint system widely used in the construction of timber structures is based on the use of dowels, which transmit efforts between the timber elements. In these connections, it is attempted to reduce the diameter of the ...
Ponencia
Optimization of connections for spatial modular structures
(Víctor Compán Cardiel [etc.], 2015)
Every year Seville’s city Council orders the construction of a giant gateway for the celebration of the April Fair. These constructions, whose dimensions are approximately 50 meters length, 40 meters height and variable ...
Ponencia
Numerical and experimental study of mode I delamination failure in composite laminates
(Víctor Compán Cardiel [etc.], 2015)
Delamination is one of the most critical failure mechanisms in laminated composites. Usually it is assumed that delamination grows in a combination of modes I and II, but dominated by the mode I. In this work an experimental ...
Ponencia
The elastic view of the structural continuum versus the strength of material analysis
(Víctor Compán Cardiel [etc.], 2015)
The appearance of the graphic computing has allowed to deal with analysis of two and threedimensional structural continuum by means of mechanic models that have the capacity to understand the simplest and more complex ...
Ponencia
Numerical modeling for the rebar bond behaviour in normal and high strength concrete
(Víctor Compán Cardiel [etc.], 2015)
This paper presents a finite element model for the analysis of the bond behavior between steel rebars and concrete. This behavior is defined by the bond vs. slip curve in European standards (e.g. the CEB- 90) for normal ...
Ponencia
Sliding collapse in masonry structures : experimental tests
(Víctor Compán Cardiel [etc.], 2015)
Thirty-three static load tests were carried out in dry masonry walls. These walls have been subjected to their self-weight and to a horizontal load to promote a sliding failure between the blocks. The point of application ...
Ponencia
Optimal TMD-based control strategy for human-induced vibrations
(Víctor Compán Cardiel [etc.], 2015)
Civil engineering structures such as office floors and singular footbridges may present vibration modes locally spatially distributed with closely spaced natural frequencies. A set of tuned mass dampers (TMDs) may control ...
Ponencia
Mechanical model to approximate the behaviour of dowel-type joints with expansive kits in timber structures
(Víctor Compán Cardiel [etc.], 2015)
This work presents some advanced 3D mechanical models, developed using the finite element method, for dowel-type joints with and without expansive kits used in timber structures. Some key points in the design of the models ...