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Shell Structures Made of Curved Sandwich Panels: Assessment of the Load‐Bearing Capacity

Grimm, Sören ; Lange, Jörg (2024)
Shell Structures Made of Curved Sandwich Panels: Assessment of the Load‐Bearing Capacity.
In: ce/papers : Proceedings in civil engineering, 2019, 3 (3-4)
doi: 10.26083/tuprints-00017452
Article, Secondary publication, Publisher's Version

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Item Type: Article
Type of entry: Secondary publication
Title: Shell Structures Made of Curved Sandwich Panels: Assessment of the Load‐Bearing Capacity
Language: English
Date: 5 January 2024
Place of Publication: Darmstadt
Year of primary publication: 2019
Place of primary publication: Berlin
Publisher: Ernst & Sohn, a Wiley brand
Journal or Publication Title: ce/papers : Proceedings in civil engineering
Volume of the journal: 3
Issue Number: 3-4
DOI: 10.26083/tuprints-00017452
Corresponding Links:
Origin: Secondary publication DeepGreen
Abstract:

Lightweight constructions made of sandwich panels became well established for roof and wall claddings of industrial structures. Due to their good heat insulation, their excellent weight to load ratio and high load‐bearing capacity as well as the economical manufacturing and erection process, sandwich structures are build frequently. Besides the mentioned advantages the linear manufacturing process of sandwich panels usually limits the possible building cubature to rectangular shapes. In an interdisciplinary project, architectural, civil engineering and mechanical engineering institutes of Technische Universität Darmstadt are working on a design concept building shell structures with linear manufactured curved sandwich panels.

A preliminary study indicates that arched sandwich beams have a high potential regarding the load‐bearing capacity. The comparison between arched and single span sandwich beams shows that, even for asymmetric loads, resulting stresses in the two‐hinged arches are significantly lower than in the related simply supported single span beams.

To verify the results of the numeric study full‐scale tests on curved sandwich panels will be performed. Furthermore, an assessment of the load‐bearing behavior of the panels joints loaded with axial forces is planned. Based on the results further numeric studies will be conducted to investigate the behavior of whole shell structures following the developed design principle by taking into account realistic load cases for exemplary building applications, giving special attention to asymmetrical loads.

Moreover, further research regarding the requirements for supporting structures as well as for the connection between the shell structure and the supporting structure is necessary to take into account the high axial forces, which are not common in sandwich structures.

Uncontrolled Keywords: Shell Structures, Sandwich Panels, Curved, Lightweight
Status: Publisher's Version
URN: urn:nbn:de:tuda-tuprints-174527
Additional Information:

Special Issue: Proceedings of Nordic Steel 2019

The 14th Nordic Steel Construction Conference

Classification DDC: 600 Technology, medicine, applied sciences > 624 Civil engineering and environmental protection engineering
Divisions: 13 Department of Civil and Environmental Engineering Sciences > Institute of Steel Constructions and Material Mechanics
Date Deposited: 05 Jan 2024 14:00
Last Modified: 10 Jan 2024 07:10
SWORD Depositor: Deep Green
URI: https://tuprints.ulb.tu-darmstadt.de/id/eprint/17452
PPN: 514550147
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