Anchor Displacement Behavior during Simultaneous Load and Crack Cycling
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Response to Dynamic Loads · Structural Health Monitoring Techniques
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References (18)
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2. Mahrenholtz, P., and Eligehausen, R., “Post-Installed Concrete Anchors in Nuclear Power Plants: Performance and Qualification,” Nuclear Engineering and Design, V. 287, 2015, pp. 48-56. doi: 10.1016/j.nucengdes.2015.03.00410.1016/j.nucengdes.2015.03.004 ↗
3. DIBt KKW Leitfaden, “Leitfaden für Dübelbefestigungen in Kernkraftwerken und anderen kerntechnischen Anlagen (Guideline for Fastenings in Nuclear Power Plants and Other Nuclear Technical Facilities),” Deutsches Institut für Bautechnik (DIBt), Berlin, Germany, 2010. (in German)
4. ETAG, 001, “Guideline for European Technical Approval of Metal Anchors for Use in Concrete, Parts 1 – 6,” European Organization for Technical Approvals (EOTA), Brussels, Belgium, 1997.
5. ACI Committee 355, “Qualification of Post-Installed Mechanical Anchors in Concrete (ACI 355.2-07) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2007, 35 pp.
6. ACI Committee 349, “Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-06) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2006, 153 pp.
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8. EN 1992-4, “Eurocode 2: Design of Concrete Structures—Part 4: Design of Fastenings for Use in Concrete,” European Committee for Standardization, Brussels, Belgium, 2016.
9. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 2014, 519 pp.
10. Furche, J., “Zum Trag- und Verschiebungsverhalten von Kopfbolzen bei Zentrischem Zug (Load-Bearing and Displacement Behavior of Headed Bolts under Centric Tension Load),” dissertation, University of Stuttgart, Stuttgart, Germany, 1994.
11. Hoehler, M., “Behavior and Testing of Fastenings to Concrete for use in Seismic Applications,” dissertation, University of Stuttgart, Stuttgart, Germany, 2006.
12. Hoehler, M., and Eligehausen, R., “Behavior and Testing of Anchors in Simulated Seismic Cracks,” ACI Structural Journal, V. 105, No. 3, May-June 2008, pp. 348-357.10.14359/19794 ↗
13. Mahrenholtz, C., and Eligehausen, R., “Dynamic Performance of Concrete Undercut Anchors for Nuclear Power Plants,” Nuclear Engineering and Design, V. 265, 2013, pp. 1091-1100. doi: 10.1016/j.nucengdes.2013.09.03810.1016/j.nucengdes.2013.09.038 ↗
14. Mahrenholtz, P., “Experimental Performance and Recommendations for Qualification of Post-Installed Anchors for Seismic Applications,” dissertation, University of Stuttgart, Stuttgart, Germany, 2012.
15. ETAG 001 Annex E, “Guideline for European Technical Approval of Metal Anchors for Use in Concrete—Annex E: Assessment of Metal Anchors under Seismic Actions,” Brussels, Belgium, 2013.
16. Wood, R., and Hutchinson, T., “Crack Protocols for Anchored Components and Systems,” ACI Structural Journal, V. 110, No. 3, May-June 2013, pp. 391-401.10.14359/51685597 ↗
17. Sharma, A.; Mahrenholtz, C.; Eligehausen, R.; Reddy, G.; Vaze, K.; Ghosh, A.; and Kushwawa, H., “Evaluation of Load on Anchor for Concrete Structures Corresponding to Maximum Crack Width—A Probabilistic Approach,” International Journal of Earth Sciences and Engineering, V. 3, No. 4, 2010, pp. 798-811.
18. Mahrenholtz, P.; Hutchinson, T.; and Eligehausen, R., “Shake Table Tests on Suspended Nonstructural Components Anchored in Cyclically Cracked Concrete,” Journal of Structural Engineering, ASCE, V. 140, No. 11, 2014, pp. 1325-1343. doi: 10.1061/(ASCE)ST.1943-541X.000097910.1061/(ASCE)ST.1943-541X.0000979 ↗