Calculation Method for Cable-Beam Shell Structures

Bibliographic Details
Parent link:AIP Conference Proceedings
Vol. 1772 : Prospects of Fundamental Sciences Development (PFSD-2016).— 2016.— [060006, 8 p.]
Corporate Author: Национальный исследовательский Томский политехнический университет (ТПУ) Институт физики высоких технологий (ИФВТ) Кафедра теоретической и прикладной механики (ТПМ)
Other Authors: Belov S. Sergey, Pavlov M. S. Mikhail Sergeevich, Ponomarev V. Viktor, Ponomarev S. Sergey, Zhukov A. Andrey
Summary:Title screen
This paper presents a calculation method suitable for cable-beam shell structures. It is based on both nonlinear finite element and force density methods. The main idea is to define the solution sequence for stress – strain state problem of above mentioned structures by nonlinear finite element method. Every successive solution involves the previous one as an initial estimate in convergent domain. To find an initial estimate for the first solution a force density method is used. The proposed method is tested on a new large space umbrella reflector.
Режим доступа: по договору с организацией-держателем ресурса
Published: 2016
Series:Simulation and modeling in materials engineering
Subjects:
Online Access:http://dx.doi.org/10.1063/1.4964586
http://earchive.tpu.ru/handle/11683/35012
Format: Electronic Book Chapter
KOHA link:https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=652152