Prediction of the pull-out strength of chemical anchors in natural stone
The applicability of some numerical models for the prediction of the failure mechanism and of the bearing capacity of post-installed threaded rods chemically anchored in basalt, sandstone and limestone is investigated, as well as the reliability of theoretical formulations conceived for concrete....
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Gruppo Italiano Frattura
2014-07-01
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| Series: | Fracture and Structural Integrity |
| Subjects: | |
| Online Access: | http://www.gruppofrattura.it/pdf/rivista/numero29/numero_29_art_17.pdf |
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| Summary: | The applicability of some numerical models for the prediction of the failure mechanism and of the
bearing capacity of post-installed threaded rods chemically anchored in basalt, sandstone and limestone is
investigated, as well as the reliability of theoretical formulations conceived for concrete.
The numerical predictions, performed by means of engineering structural analysis software and advanced
numerical codes, are compared with the results of an experimental research related to chemical anchors in
natural stone. The minimum embedment depth for such fastening system is identified. |
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| ISSN: | 1971-8993 1971-8993 |