Racking shear resistance of prefabricated straw-bale panels

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Abstract

The present study investigated the resistance to racking shear of 3 m 6 3 m low-carbon, high-thermal-performance, prefabricated cladding panels that use straw bales. Although developed as a non-load-bearing panel for use with structurally framed buildings, the panels have the potential for use in low-rise, load-bearing structural walling. Test results confirmed that the panels exceeded current design requirements for racking shear and identified the mechanism whereby this occurred. The panels are considered suitable for future applications in low-rise structural walling solutions. A UK patent application (no. 0803489.4) has been filed on the panel.
Original languageEnglish
Pages (from-to)133-138
Number of pages6
JournalProceedings of the Institute of Civil Engineers: Construction Materials
Volume162
Issue number3
DOIs
Publication statusPublished - 1 Aug 2009

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Bearings (structural)
Straw
Carbon

Cite this

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abstract = "The present study investigated the resistance to racking shear of 3 m 6 3 m low-carbon, high-thermal-performance, prefabricated cladding panels that use straw bales. Although developed as a non-load-bearing panel for use with structurally framed buildings, the panels have the potential for use in low-rise, load-bearing structural walling. Test results confirmed that the panels exceeded current design requirements for racking shear and identified the mechanism whereby this occurred. The panels are considered suitable for future applications in low-rise structural walling solutions. A UK patent application (no. 0803489.4) has been filed on the panel.",
author = "Michael Lawrence and L Drinkwater and Andrew Heath and Peter Walker",
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AB - The present study investigated the resistance to racking shear of 3 m 6 3 m low-carbon, high-thermal-performance, prefabricated cladding panels that use straw bales. Although developed as a non-load-bearing panel for use with structurally framed buildings, the panels have the potential for use in low-rise, load-bearing structural walling. Test results confirmed that the panels exceeded current design requirements for racking shear and identified the mechanism whereby this occurred. The panels are considered suitable for future applications in low-rise structural walling solutions. A UK patent application (no. 0803489.4) has been filed on the panel.

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