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Coefficient of thermal or moisture expansion in drywall or plasterboard: this article cites and explains the thermal coefficient of expansion (or movement) of plasterboard and the coefficient of moisture expansion (or shrinkage) of drywall due to humidity or moisture changes. Drywall cracks in ceilings or walls are often blamed on gypsum board expansion or shrinkage due to temperature and moisture changes.
But plenty of experts think that other building factors such as framing or wood shrinkage or building structural movement are more significant causes of plasterboard cracks. We cite industry sources, technical research and plasterboard or gypsum board standards for various countries. We include example calculations showing how to convert a movement or coefficient of expansion into a distance or the size of an expected crack or tear as moisture or temperature vary and if other forces are excluded. Sketch at page top: common expansion or shrinkage crack risk points in ceiling drywall - where a control joint may be required.
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Depending on the individual drywall control joint product design and materials (width and plastic vs zinc metal) expansion control joints for plasterboard can handle up to about 4/10" of horizontal movement due to thermal or moisture-related expansion or contraction.
The required drywall or gypsum board (or plasterboard) control joint width between the abutting drywall panels ranges depending on the specifications of the drywall expansion control strip's manufacturer, typically somewhere between 1/4" and 1" in width.
In the United States, the Gypsum Association (2010) gives an extensive table of drywall properties, including the dimensional stability of drywall, expressed as coefficients of linear expansion. This is for unrestrained gypsum board in the temperature range of 38 °F to 90°F (3.3° to 32°C)
Other Citations of Plasterboard Dimensional Stability
For Australia, according to Boral, a producer of plasterboard, under normal temperature and humidity conditions, plasterboard dimensional properties are as follows: - [4a]
Effects of Restrained (fastened in place) vs Unrestrained Drywall Movement due to Temperature & Moisture
Note: these data are for unrestrained gypsum board panels. In a "real world" application the panels are secured with nails, screws, adhesive, or a combination of these, fastening the plasterboard panels to structural members typically spaced 16" o.c. or 24" o.c. This means that the movement stresses are distributed over fastener points across the panel surface. One would expect actual movement results to be more constrained than in the unrestrained movement data given above.
Some experts comment that wood (framing lumber) shrinkage and structural movement are more likely to be the dominant forces producing cracks or tears in drywall. I agree - DF. - JLC forum discussion t-35269.html
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