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Nonlinear Buckling Analysis of Long-Span Suspended Latticed Intersected Cylindrical Shell

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Abstract:

The Suspended Latticed Intersected Cylindrical Shell (SLICS) is a new structural system, composed by the single layer Latticed Intersected Cylindrical Shell (LICS) and the prestressed cable-strut system. Mechanical properties of this structure were investigated through nonlinear buckling analysis by the consistent imperfect buckling analysis method, compared with the single layer LICS. Structure parameters including prestress level, member section, length of bar, rise-span ratio, obliquity were analyzed. And the effect of material nonlinearity on the stability was studied. Results show that the ultimate bearing capacity of the SLICS is improved as the introduction of prestress. However the prestress level has a limited impact on the ultimate bearing capacity. And the material nonlinear is very important to the stability of the SLICS.

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Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

169-176

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.169

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Online since:

April 2014

Authors:

Ming Liang Zhu*, Yan Sun

Keywords:

Long-Span, Nonlinear Buckling Analysis, Suspended Latticed Intersected Cylindrical Shell (SLICS), Ultimate Bearing Capacity

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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