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Load-bearing, rigid, ductile

Adhesive Composite Steel-Wood-Connections

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ADHESION ADHESIVES&SEALANTS Aims and scope

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References

  1. Bathon, L.: Bletz, O.; Schmidt, J. (2005): „Investigation Report on Wood-Steel-Adhesive Composite System with Glued-in Perforated Metal“, University of Applied Sciences Wiesbaden, Laboratory of Timber Construction

  2. Gehri, Ernst: „Glued-in Anchoring Requirements and Implementation“; IHF 2009

  3. Bathon, L.; Bletz, O. Schmidt, J. (2009): „Wood-Steel-Adhesive Composite“, Final Report on Research Project ‚Zukunft Holz’ Timber Future, University of Biberach

  4. German Institute of Construction Technology (DIBt) „General Building Authority Accreditation Z-9.1-557. Wood-Concrete-Composite System with Glued-in HBV-Shear Connector”

  5. Diehl, F. (2009): “Load Carrying Capacity of Bonded Frame Corners”, Bachelor Thesis for the University of RheinMain, Institute for Building Materials and Construction, Laboratory of Timber Construction

  6. Kreuzinger, H.; Spengler, R. (2003): “Expert Statement on the Load Carrying Characteristics of Wood-Concrete- Composite System with Glued-in Shear Connector with Regard to the Application for General Building Authority Accreditation”, Technical University Munich (TUM), Department of Timber Construction

  7. Spengler, R.; Kelletshofer, W. (2003): “Investigation Report Nr. 171907/03-1 from 30.5.2003, Wood- Concrete-Composite System, Investigation of the Load Carrying Characteristics, Certification Testing”, Technical University Munich (TUM), Institute of Building Materials and Construction, MPA Construction, Testing Laboratory Timber Construction

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Authors
  1. Rainer Bahmer
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Bahmer, R. Load-bearing, rigid, ductile. Adhes Adhes Sealants 9, 36–43 (2012). https://doi.org/10.1365/s35784-012-0055-3

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  • DOI: https://doi.org/10.1365/s35784-012-0055-3

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