NEW CONCEPT OF HORIZONTAL STRUCTURAL ELEMENTS IN GLASS: SELF BEARING “PI” SHAPE PLATE
For the design and verification of the model, analytic structural calculus and finite element models have been used. The effect of different pre-stress loads and buckling behaviour of the element have been studied, obtaining the relationship between load capacity, deflections, maximum tensional stress in glass and design parameters.
Finally, a full glass prototype has been built and tested. During the load test, deformation and the evolution of stress was recorded and measured using a polariscope.
The glass element was lead to breakage to validate the data obtained in the design phase and achieving relevant information regarding the post-breakage behaviour. Load was increased up to 2.5 times design load to reach the collapse state.
- Company:ENAR, ENVOLVENTES ARQUITECTONICAS
- Short Bio:Ph.D. in Architecture at UPM Madrid representative member of CTBUH Member of College of Architects of Madrid Master of Architecture at UPM Bachelor of Fine Arts, Faculty of the Interior Design School of Miami Work: currently Head Director Architect at ENAR Envolventes Arquitectónicas Participant and speaker at congresses in construction, innovative materials and systems. Professor in several masters. Several papers and publications. Research development and scientific works.