Concept

Post and lintel

Publications associées (33)

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Comparative Study of Post-tensioned Glass Beams with Bonded Tendons

Pieter Christian Louter, Jagoda Cupac

This paper explores the system of laminated annealed glass beams post-tensioned through stainless steel tendons bonded to the lower glass edge. The tendons are first pre-tensioned and then adhesively bonded to the glass. The compressive pre-stress applied ...

Glaston Finland Oy2015

Funicular Explorations: Cardboard Box Curves Achieved through External Post-Tensioning

Corentin Jean Dominique Fivet, Catherine Elvire L. De Wolf

Structural designers often face the challenge of developing forms optimal for a broad range of requirements, but inefficient in terms of structural behavior. In these cases, bending moments often occur under normal loading, resulting in oversized, inelegan ...

IASS2015

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The mechanical response of post-tensioned glass beams is explored in this paper. This is done through bending experiments on post-tensioned glass beam specimens with either mechanically anchored or adhesively bonded steel tendons by which a beneficial pre- ...

2014

Reinforced and Post-tensioned Glass Beams

Pieter Christian Louter

This paper investigates the structural performance of reinforced and post-tensioned glass beams. This is done through bending tests on 1.5 m reinforced, post-tensioned and reference glass beam specimens. From the results it is observed that both reinforcin ...

2013

Spandrel elements in unreinforced brick masonry buildings with timber floors consist of a masonry spandrel supported by either a timber lintel or a masonry arch. When subjected to seismic loading, the force-deformation relationship of such spandrel element ...

2013

Post-tensioned girders with low amounts of shear reinforcement: Shear strength and influence of flanges

Aurelio Muttoni, Miguel Fernández Ruiz, Michael Markus Rupf

Assessing the strength of existing structures has become a major issue for structural engineers. Such analyses are often performed after changes of use of the structure or due to new design codes requirements. This is particularly relevant with respect to ...

Engineering structures2013

Exploratory experimental investigations on post-tensioned structural glass beams

Pieter Christian Louter

This paper discusses two projects on post-tensioned glass beams, performed at EPFL and DTU, respectively. In these projects small scale glass beams (length of 1.5m and 1m) are post-tensioned by means of steel threaded rods tensioned at the beam ends. The p ...

Taylor & Francis Group2013

Post-tensioned structural glass beams, experimental investigations

Jean-Paul Lebet, Pieter Christian Louter, Thibaut Jordan, Arno Pérez

In this study the structural response of post-tensioned structural glass beams is investigated. This is done through four-point bending tests on two series of post-tensioned glass beam specimens. The beams consist of three layers of annealed float glass an ...

Taylor & Francis Group2013

Concrete shells – Towards efficient structures: Construction of an ellipsoidal concrete shell in Switzerland

Aurelio Muttoni, Miguel Fernández Ruiz

Concrete shells have been widely used in the past as economical and suitable solutions for a number of structures such as roofs, silos, cooling towers or offshore platforms. Taking advantage of their single or double curvature, bending moments and shear fo ...

Structural Concrete2013

This paper presents the results of an experimental campaign on masonry spandrels. Within this campaign four masonry spandrels were subjected to quasi-static cyclic loading. Two different spandrel configurations were tested. The first configuration comprise ...

Earthquake Engineering Research Inst2012