Comprehensive Testing at Plain Transparent Space Grids
Research output: Contribution to book/conference proceedings/anthology/report › Conference contribution › Contributed › peer-review
Contributors
Abstract
At Technische Universität Dresden a sustainable, transparent roof construction has been developed. At this structure the used materials steel and glass are applied according to their maximum strength (steel for tension, glass for compression). The glass panes transfer large in-plane forces and serve either as primary load bearing components or as protection against the environment.
New developments need to be proven by extensive testing. In this contribution the testing at a plain, 15 m spanning full-scale mock-up and at single panes is described.
The mock-up is a complete modular construction of single pyramids. Each module consists of a glass pane, steel knots, tension rods and steel bars. The glass panes are 1.25 m square and consist of laminated glass.
Different ways to erect such structures were experimentally investigated. The modularisation allows free-cantilevered assembling of single modules or prefabrication on the ground.
Large in-plane forces are transferred by the panes and required buckling investigation. Comprehensive load tests to prove numerical calculations were done. They are basis for the required individual approval of building authorities for such a new structure.
Tests for walk on access and post breakage robustness define the suitability as overhead glazing. The positive test results encourage the authors to pursue their research and are the basis to build these sustainable and material saving roofs.
New developments need to be proven by extensive testing. In this contribution the testing at a plain, 15 m spanning full-scale mock-up and at single panes is described.
The mock-up is a complete modular construction of single pyramids. Each module consists of a glass pane, steel knots, tension rods and steel bars. The glass panes are 1.25 m square and consist of laminated glass.
Different ways to erect such structures were experimentally investigated. The modularisation allows free-cantilevered assembling of single modules or prefabrication on the ground.
Large in-plane forces are transferred by the panes and required buckling investigation. Comprehensive load tests to prove numerical calculations were done. They are basis for the required individual approval of building authorities for such a new structure.
Tests for walk on access and post breakage robustness define the suitability as overhead glazing. The positive test results encourage the authors to pursue their research and are the basis to build these sustainable and material saving roofs.
Details
Original language | English |
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Title of host publication | Glass Performance Days |
Place of Publication | Tampere |
Publisher | Glass Performance Days |
Pages | 226-228 |
ISBN (print) | 987-952-5836-01-1 |
Publication status | Published - 2009 |
Peer-reviewed | Yes |
Conference
Title | Glass Performance Days 2009 |
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Abbreviated title | GPD 2009 |
Duration | 12 - 15 June 2009 |
Degree of recognition | International event |
City | Tampere |
Country | Finland |
Keywords
Research priority areas of TU Dresden
DFG Classification of Subject Areas according to Review Boards
Subject groups, research areas, subject areas according to Destatis
Sustainable Development Goals
ASJC Scopus subject areas
Keywords
- Glasbau