Abstract (EN):
Nowadays new masonry solutions are growing, due to thermal efficiency requirements including the new European Directives
regulations. To answer these new challenges two ways are mainly available, to add higher thickness of thermal insulation in
association with current masonry units walls, or to change masonry units, combining improved thermal insulation with enough
mechanical resistance. This paper describes the recent development of a new masonry system, based on lightweight concrete units,
intended for construction of large single leaf external walls without thermal insulation materials. A detailed analysis and optimization
using the finite element method have been performed, under thermal behaviour. A developed computational method searches a new
topology for lightweight concrete blocks that will perform according to today¿s normative requests exhibiting optimal thermal
insulation behaviour. The optimisation problem considers an objective function that measures the masonry wall thermal performance
calculated through three-dimensional finite element computer simulations. A genetic algorithm is proposed in order to obtain the
optimal solution. An illustrative example of vertically perforated blocks is presented demonstrating the applicability and efficiency of
the optimization method. Concerns with mechanical behaviour, productivity and ergonomic are also considered according to their
importance in the final cost.
Language:
English
Type (Professor's evaluation):
Scientific
Notes:
Session on "Civil Engineering", Livro de resumos: pp.20, CD-ROM: paper ref 339 com 8 páginas
No. of pages:
8