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Homepage>BS Standards>83 RUBBER AND PLASTICS INDUSTRIES>83.180 Adhesives>BS EN 15416-1:2017 Adhesives for load bearing timber structures other than phenolic and aminoplastic. Test methods Long-term tension load test perpendicular to the bond line at varying climate conditions with specimens perpendicular to the glue line (Glass house test)
immediate downloadReleased: 2017-01-31
BS EN 15416-1:2017 Adhesives for load bearing timber structures other than phenolic and aminoplastic. Test methods Long-term tension load test perpendicular to the bond line at varying climate conditions with specimens perpendicular to the glue line (Glass house test)

BS EN 15416-1:2017

Adhesives for load bearing timber structures other than phenolic and aminoplastic. Test methods Long-term tension load test perpendicular to the bond line at varying climate conditions with specimens perpendicular to the glue line (Glass house test)

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Standard number:BS EN 15416-1:2017
Pages:18
Released:2017-01-31
ISBN:978 0 580 85714 0
Status:Standard
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BS EN 15416-1:2017


This standard BS EN 15416-1:2017 Adhesives for load bearing timber structures other than phenolic and aminoplastic. Test methods is classified in these ICS categories:
  • 83.180 Adhesives
This European Standard specifies a method of determining the ability of adhesive bonds to resist long-term sustained load applied vertical to the glue lines. It is applicable to adhesives used in load-bearing timber structures. It is suitable for the following applications: a) for assessing the compliance of adhesives according to EN 15425 and EN 16254; b) for assessing the suitability and quality of adhesives for load-bearing timber structures; c) for assessing the effect on the bond strength resulting from long-term sustained load at cyclic climate conditions. This method is intended primarily to obtain performance data for the classification of adhesives for load bearing timber structures according to their suitability for use in defined climatic environments. This method is not intended to provide data for structural design, and does not necessarily represent the performance of the bonded member in service.