Link to Index Page

Pneumatic membrane dome under internal pressure and deformed by sliding cables

From:

Ruy M.L. Pauletti (1) and Slade Gellin (2)
(1) Polytechnic School, University of São Paulo, São Paulo, Brazil
(2) Department of Engineering Technology, Buffalo State College, Buffalo NY US

“The influence of cable sliding on the structural response of a large pneumatic envelope”, Proceedings of the International Association for Shell and Spatial Structures (IASS), 2015, Future Visions, 17-20 August 2015, Amsterdam, The Netherlands

ABSTRACT: This paper presents the formulations of a sliding-cable super-element and a membrane element capable of representing wrinkling, whose stiffness matrices are obtained through finite-differences, thus requiring the sole definition of force vectors. These formulations are then applied to the analysis of a large pneumatic membrane reinforced by cables, and the effects of adherent or sliding conditions on the system’s structural response are investigated.

Page 214 / 360