Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 8, No. 29 (2014)

Prediction of the pull-out strength of chemical anchors in natural stone

Author and affiliation details
DOI
10.3221/IGF-ESIS.29.17
Pages
pages 196-208
Published
Published inVol. 8, No. 29 (2014)Go to the issue

Abstract

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.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

Contrafatto, L., & Cosenza, R. (2014). Prediction of the pull-out strength of chemical anchors in natural stone. Fracture and Structural Integrity, 8(29), pages 196–208. https://doi.org/10.3221/IGF-ESIS.29.17

IEEE

L. Contrafatto and R. Cosenza, “Prediction of the pull-out strength of chemical anchors in natural stone,” Fracture and Structural Integrity, vol. 8, no. 29, pp. pages 196–208, 2014, doi: 10.3221/IGF-ESIS.29.17.

MLA

Contrafatto, L., and R. Cosenza. “Prediction of the pull-out strength of chemical anchors in natural stone.” Fracture and Structural Integrity, vol. 8, no. 29, 2014, pp. pages 196–208. https://doi.org/10.3221/IGF-ESIS.29.17.

Chicago

Contrafatto, L., and R. Cosenza. 2014. “Prediction of the pull-out strength of chemical anchors in natural stone.” Fracture and Structural Integrity 8 (29): pages 196–208. https://doi.org/10.3221/IGF-ESIS.29.17.

Harvard

Contrafatto, L. and Cosenza, R. (2014) ‘Prediction of the pull-out strength of chemical anchors in natural stone’, Fracture and Structural Integrity, 8(29), pp. pages 196–208. doi: 10.3221/IGF-ESIS.29.17.

Vancouver

Contrafatto L, Cosenza R. Prediction of the pull-out strength of chemical anchors in natural stone. Fracture and Structural Integrity. 2014;8(29):pages 196-208. doi:10.3221/IGF-ESIS.29.17

BibTeX

@article{contrafatto2014, author = {Contrafatto, L. and Cosenza, R.}, title = {Prediction of the pull-out strength of chemical anchors in natural stone}, journal = {Fracture and Structural Integrity}, year = {2014}, volume = {8}, number = {29}, pages = {pages 196--208}, doi = {10.3221/IGF-ESIS.29.17}, url = {https://doi.org/10.3221/IGF-ESIS.29.17}, issn = {1971-8993} }

RIS

TY - JOUR AU - Contrafatto, L. AU - Cosenza, R. TI - Prediction of the pull-out strength of chemical anchors in natural stone JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2014 DA - 2014/07/09 VL - 8 IS - 29 SP - pages 196 EP - 208 DO - 10.3221/IGF-ESIS.29.17 UR - https://doi.org/10.3221/IGF-ESIS.29.17 SN - 1971-8993 ER -

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