caa a22 4500 605495963 CHVBK 20210128100534.0 cr unu---uuuuu 210128e20150201xx s 000 0 eng 10.1007/s10231-013-0366-2 doi (NATIONALLICENCE)springer-10.1007/s10231-013-0366-2 Gazzola Filippo Dipartimento di Matematica, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133, Milan, Italy aut Hexagonal design for stiffening trusses [Elektronische Daten] [Filippo Gazzola] We consider the problem of choosing the best design for stiffening trusses of plates, such as bridges. We suggest to cover the plate with regular hexagons that fit side to side. We show that this design has some important advantages when compared with alternative designs. Fondazione Annali di Matematica Pura ed Applicata and Springer-Verlag Berlin Heidelberg, 2013 Optimal design nationallicence Plates nationallicence Elasticity nationallicence Annali di Matematica Pura ed Applicata (1923 -) Springer Berlin Heidelberg 194/1(2015-02-01), 87-108 0373-3114 194:1<87 2015 194 10231 https://doi.org/10.1007/s10231-013-0366-2 text/html Onlinezugriff via DOI BK010053 XK010053 XK010000 Metadata rights reserved Springer special CC-BY-NC licence nationallicence 1 research-article jats NATIONALLICENCE NATIONALLICENCE NL-springer NATIONALLICENCE 856 40 https://doi.org/10.1007/s10231-013-0366-2 text/html Onlinezugriff via DOI NATIONALLICENCE 100 1- Gazzola Filippo Dipartimento di Matematica, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133, Milan, Italy aut NATIONALLICENCE 773 0- Annali di Matematica Pura ed Applicata (1923 -) Springer Berlin Heidelberg 194/1(2015-02-01), 87-108 0373-3114 194:1<87 2015 194 10231