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Linear buckling of quadrangular and kagome gridshells: A comparative assessment
- Source :
- Engineering Structures, Engineering Structures, Elsevier, 2017, 132, pp.337-348. ⟨10.1016/j.engstruct.2016.11.039⟩
- Publication Year :
- 2017
- Publisher :
- Elsevier BV, 2017.
-
Abstract
- International audience; The design of gridshells is subject to strong mechanical and fabrication constraints, which remain largely unexplored for non-regular patterns. The aim of this article is to compare the structural performance of two kind of gridshells. The first one is the kagome gridshell and it is derived from a non-regular pattern constituted of triangles and hexagons. The second one results from a regular pattern of quadrangles unbraced by diagonal elements. A method is proposed to cover kagome gridshells with planar facets, which reduces considerably the cost of fabrication of the cladding. The sensitivity of kagome gridshells to geometrical imperfections is discussed. The linearised buckling load of kagome gridshells is then compared to the one of quadrilateral gridshells. The most relevant design variables are considered in the parametric study. Two building typologies are studied for symmetrical and non-symmetrical load cases: dome and barrel vault. It reveals that the kagome gridshell outperforms quadrilateral gridshell for a very similar construction cost.
- Subjects :
- Engineering
Quadrilateral
buckling analysis
business.industry
fabrication-aware design
Diagonal
0211 other engineering and technologies
020101 civil engineering
02 engineering and technology
Structural engineering
Barrel vault
0201 civil engineering
grid shell
Buckling
[PHYS.MECA.STRU]Physics [physics]/Mechanics [physics]/Mechanics of the structures [physics.class-ph]
021105 building & construction
Regular pattern
conceptual design
performance assessment
kagome grid pattern
business
imperfection
quadrangular grid pattern
Civil and Structural Engineering
Parametric statistics
Subjects
Details
- ISSN :
- 01410296
- Volume :
- 132
- Database :
- OpenAIRE
- Journal :
- Engineering Structures
- Accession number :
- edsair.doi.dedup.....cb216020c3f52789eed8d1222e86d324
- Full Text :
- https://doi.org/10.1016/j.engstruct.2016.11.039