Design Recommendations for Bonded Anchors under Fire Conditions Using the Resistance Integration Method
Fire design of cast-in place and post-installed anchors in concrete under fire is covered by EN 1992-4, Annex D, allowing steel- and concrete-related failure modes of anchors to be calculated. This informative annex of EN 1992-4 is limited to cast-in place or mechanical anchors, whereas post-install...
| Main Authors: | , , , , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2021-08-01
|
| Series: | Applied Sciences |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2076-3417/11/17/7810 |
| _version_ | 1797521759177539584 |
|---|---|
| author | Omar Al-Mansouri Romain Mège Nicolas Pinoteau Thierry Guillet Roberto Piccinin Kenton McBride Marco Abate Sébastien Rémond |
| author_facet | Omar Al-Mansouri Romain Mège Nicolas Pinoteau Thierry Guillet Roberto Piccinin Kenton McBride Marco Abate Sébastien Rémond |
| author_sort | Omar Al-Mansouri |
| collection | DOAJ |
| description | Fire design of cast-in place and post-installed anchors in concrete under fire is covered by EN 1992-4, Annex D, allowing steel- and concrete-related failure modes of anchors to be calculated. This informative annex of EN 1992-4 is limited to cast-in place or mechanical anchors, whereas post-installed adhesive anchors remain out of its scope. This paper presents a study of the applicability of the more flexible resistance integration method (RIM), proposed originally for the design of the pull-out resistance of post-installed reinforcement (PIR) by Pinoteau, on bonded anchors in uncracked concrete. This method is validated from a comparison of test results obtained from two research projects conducted at CSTB and TU Kaiserslautern on bonded anchors in uncracked concrete under ISO 834-1 fire conditions. The data considered include tests conducted on anchor sizes from M8-M30 using three different adhesives (two epoxy adhesives and one cementitious mortar). Design of the pull-out resistance under fire using RIM requires numerical calculation of temperature profiles considering models of concrete and steel elements; different assumptions about modeling these elements can produce vastly different end results. Finally, recommendations for assessment procedures for bonded anchors under fire conditions are provided as entry data for design. |
| first_indexed | 2024-03-10T08:16:50Z |
| format | Article |
| id | doaj.art-ec68e72c12d04bfc97961042857727df |
| institution | Directory Open Access Journal |
| issn | 2076-3417 |
| language | English |
| last_indexed | 2024-03-10T08:16:50Z |
| publishDate | 2021-08-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Applied Sciences |
| spelling | doaj.art-ec68e72c12d04bfc97961042857727df2023-11-22T10:16:46ZengMDPI AGApplied Sciences2076-34172021-08-011117781010.3390/app11177810Design Recommendations for Bonded Anchors under Fire Conditions Using the Resistance Integration MethodOmar Al-Mansouri0Romain Mège1Nicolas Pinoteau2Thierry Guillet3Roberto Piccinin4Kenton McBride5Marco Abate6Sébastien Rémond7Centre Scientifique et Technique du Bâtiment (CSTB), 84 Avenue Jean Jaurès, Champs-sur-Marne, CEDEX 2, 77447 Marne-la-Vallée, FranceCentre Scientifique et Technique du Bâtiment (CSTB), 84 Avenue Jean Jaurès, Champs-sur-Marne, CEDEX 2, 77447 Marne-la-Vallée, FranceCentre Scientifique et Technique du Bâtiment (CSTB), 84 Avenue Jean Jaurès, Champs-sur-Marne, CEDEX 2, 77447 Marne-la-Vallée, FranceCentre Scientifique et Technique du Bâtiment (CSTB), 84 Avenue Jean Jaurès, Champs-sur-Marne, CEDEX 2, 77447 Marne-la-Vallée, FranceHilti Corp., 9494 Schaan, LiechtensteinHilti Corp., 9494 Schaan, LiechtensteinHilti Corp., 9494 Schaan, LiechtensteinLaboratoire de Mécanique Gabriel Lamé (LaMé), Université d’Orléans, 45100 Orléans, FranceFire design of cast-in place and post-installed anchors in concrete under fire is covered by EN 1992-4, Annex D, allowing steel- and concrete-related failure modes of anchors to be calculated. This informative annex of EN 1992-4 is limited to cast-in place or mechanical anchors, whereas post-installed adhesive anchors remain out of its scope. This paper presents a study of the applicability of the more flexible resistance integration method (RIM), proposed originally for the design of the pull-out resistance of post-installed reinforcement (PIR) by Pinoteau, on bonded anchors in uncracked concrete. This method is validated from a comparison of test results obtained from two research projects conducted at CSTB and TU Kaiserslautern on bonded anchors in uncracked concrete under ISO 834-1 fire conditions. The data considered include tests conducted on anchor sizes from M8-M30 using three different adhesives (two epoxy adhesives and one cementitious mortar). Design of the pull-out resistance under fire using RIM requires numerical calculation of temperature profiles considering models of concrete and steel elements; different assumptions about modeling these elements can produce vastly different end results. Finally, recommendations for assessment procedures for bonded anchors under fire conditions are provided as entry data for design.https://www.mdpi.com/2076-3417/11/17/7810adhesive resinbonded anchorfire teststhermal distributionnumerical model |
| spellingShingle | Omar Al-Mansouri Romain Mège Nicolas Pinoteau Thierry Guillet Roberto Piccinin Kenton McBride Marco Abate Sébastien Rémond Design Recommendations for Bonded Anchors under Fire Conditions Using the Resistance Integration Method Applied Sciences adhesive resin bonded anchor fire tests thermal distribution numerical model |
| title | Design Recommendations for Bonded Anchors under Fire Conditions Using the Resistance Integration Method |
| title_full | Design Recommendations for Bonded Anchors under Fire Conditions Using the Resistance Integration Method |
| title_fullStr | Design Recommendations for Bonded Anchors under Fire Conditions Using the Resistance Integration Method |
| title_full_unstemmed | Design Recommendations for Bonded Anchors under Fire Conditions Using the Resistance Integration Method |
| title_short | Design Recommendations for Bonded Anchors under Fire Conditions Using the Resistance Integration Method |
| title_sort | design recommendations for bonded anchors under fire conditions using the resistance integration method |
| topic | adhesive resin bonded anchor fire tests thermal distribution numerical model |
| url | https://www.mdpi.com/2076-3417/11/17/7810 |
| work_keys_str_mv | AT omaralmansouri designrecommendationsforbondedanchorsunderfireconditionsusingtheresistanceintegrationmethod AT romainmege designrecommendationsforbondedanchorsunderfireconditionsusingtheresistanceintegrationmethod AT nicolaspinoteau designrecommendationsforbondedanchorsunderfireconditionsusingtheresistanceintegrationmethod AT thierryguillet designrecommendationsforbondedanchorsunderfireconditionsusingtheresistanceintegrationmethod AT robertopiccinin designrecommendationsforbondedanchorsunderfireconditionsusingtheresistanceintegrationmethod AT kentonmcbride designrecommendationsforbondedanchorsunderfireconditionsusingtheresistanceintegrationmethod AT marcoabate designrecommendationsforbondedanchorsunderfireconditionsusingtheresistanceintegrationmethod AT sebastienremond designrecommendationsforbondedanchorsunderfireconditionsusingtheresistanceintegrationmethod |