CASE STUDIES
Oct 26, 2010

Mechanical Behavior of Anchorages for Reinforcing Marine Stone Structures Subjected to Sea Waves

Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 5

Abstract

This study shows the results of a research project conducted to study the technical feasibility of the reconstruction of a real marine structure of natural rock. The experimental campaign enables the analysis of the behavior of stainless steel anchorages adhered with polymeric adhesives for strengthening the stone structure. To this end, mechanical tests were carried out to characterize the adhesive-steel-stone system and to verify the static effectiveness of anchorages, both in situations of nonimmersion and immersion in seawater. Tensile tests in anchorages under cyclic loading were performed in addition to other trials to estimate the bond stress under shear of epoxy polymer adhesive with the stone substrate and bending tests to evaluate the performance of stones reinforced with epoxy polymer mortar and stainless steel. The results obtained provide for an advance in the difficult field of the selection of materials potentially applied to the reinforcement of structures subjected to complex and varied mechanical actions, particularly in highly aggressive environments, such as seawater.

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Acknowledgments

The writers of this paper wish to thank the City Council of Santander, Spain, for their confidence in the team who carried out this study on the technical feasibility of rebuilding the Horadada Island in the Bay of Santander.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 23Issue 5May 2011
Pages: 682 - 691

History

Received: Mar 3, 2010
Accepted: Oct 21, 2010
Published online: Oct 26, 2010
Published in print: May 1, 2011

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Authors

Affiliations

I. Lombillo, Ph.D. [email protected]
Lecturer, Dept. of Structural and Mechanical Engineering, Univ. of Cantabria, Civil Engineering School, Avda. Los Castros s/n, 39005 Santander, Spain (corresponding author). E-mail: [email protected]
Ph.D Candidate, Dept. of Science and Engineering of Materials, Univ. of Cantabria, Civil Engineering School, Avda. Los Castros s/n, 39005 Santander, Spain. E-mail: [email protected]
L. Villegas, Ph.D. [email protected]
Full Professor, Dept. of Structural and Mechanical Engineering, Univ. of Cantabria, Civil Engineering School, Avda. Los Castros s/n, 39005 Santander, Spain. E-mail: [email protected]
J. A. Polanco, Ph.D. [email protected]
Professor, Dept. of Science and Engineering of Materials, Univ. of Cantabria. Civil Engineering School, Avda. Los Castros s/n, 39005 Santander, Spain. E-mail: [email protected]
J. Setién, Ph.D. [email protected]
Professor, Dept. of Science and Engineering of Materials, Univ. of Cantabria, Civil Engineering School, Avda. Los Castros s/n, 39005 Santander, Spain. E-mail: [email protected]
M. V. Biezma, Ph.D. [email protected]
Professor, Dept. of Science and Engineering of Materials, Univ. of Cantabria, Civil Engineering School, Avda. Los Castros s/n, 39005 Santander, Spain. E-mail: [email protected]

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