Mitigating Bond Deterioration under Cyclic Loading and Water Exposure
Source abstract
Abstract
First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short
Research context
OpenAlex topics: Concrete Corrosion and Durability · Infrastructure Maintenance and Monitoring · Structural Health Monitoring Techniques
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (30)
Show source-provided references
1. “Cracks in Onshore Wind Turbine Foundations - Causes and Consequences,” Elforsk Rapport 11:56, Jan. 2012, https://docs.wind-watch.org/Cracks-in-onshore-wind-turbine-foundations.pdf. (last accessed Dec. 7, 2020)
2. Iwaki, I.; Sato, Y.; Tsuchiya, S.; Fujiyama, C.; and Tanaka, Y., “Activity Report by the Subcommittee on Fatigue Failure of RC Structures (Subcommittee 347),” http://www.jsce.or.jp/committee/concrete/e/newsletter/newsletter47/Newsletter47_files/data/sub347/347.pdf. (last accessed Dec. 7, 2020)
3. Matsui, S., “Fatigue Strength of RC-Slabs Highway Bridge by Wheel Running Machine and Influence of Water on Fatigue,” Proceedings of JCI, V. 9, No. 2, 1987, pp. 627-632.
4. Maekawa, K.; Ishida, T.; Chijiwa, N.; and Fujiyama, N., “Multiscale Coupled-Hygromechanistic Approach to the Life-Cycle Performance Assessment of Structural Concrete,” Journal of Materials in Civil Engineering, ASCE, V. 27, No. 2, 2015, p. 4014003 doi: 10.1061/(ASCE)MT.1943-5533.000098410.1061/(ASCE)MT.1943-5533.0000984 ↗
5. Nguyen, H. Q. H.; Maekawa, K.; and Komatsu, S., “Effects of Water-Coupled Cracks on Life-Cycle Assessment of Concrete Pavement under Moving Load,” Airfield and Highway Pavements, V. 2019, 2019, pp. 111-121. doi: 10.1061/9780784482452.01210.1061/9780784482452.012 ↗
6. Gilkey, H. J., “The Effect of Varied Curing Conditions upon the Compressive Strength of Mortar and Concrete,” ACI Journal Proceedings, V. 22, No. 2, Feb. 1926, pp. 395-436.10.14359/15455 ↗
7. Matsushita, H., “A Study on Compressive Fatigue Strength of Concrete in the Water,” Proceedings of the Japan Society of Civil Engineers, V. 1980, No. 296, 1980, pp. 87-95. doi: 10.2208/jscej1969.1980.296_8710.2208/jscej1969.1980.296_87 ↗
8. Tomann, C., and Oneschkow, N., “Influence of Moisture Content in the Microstructure on the Fatigue Deterioration of High-Strength Concrete,” Structural Concrete, V. 20, No. 4, 2019, pp. 1204-1211. doi: 10.1002/suco.20190002310.1002/suco.201900023 ↗
9. Koda, Y.; Minakawa, S.; and Iwaki, I., “Influence of Environmental Temperature and Moisture Conditions on Fatigue Resistance of Concrete,” MATEC Web of Conferences, V. 258, 2019, 05023. doi: 10.1051/matecconf/20192580502310.1051/matecconf/20192580502310.1051/matecconf/201925805023 ↗
10. Onoue, K., and Matsushita, H., “Energy Consideration on Decrease in Compressive Fatigue Strength of Concrete due to Immersion of Liquid,” Doboku Gakkai Ronbunshuu E, V. 66, No. 2, 2010, pp. 166-178. doi: 10.2208/jsceje.66.16610.2208/jsceje.66.166 ↗
11. Gebreyouhannes, E.; Kishi, T.; and Maekawa, K., “Shear Fatigue Response of Cracked Concrete Interface,” Journal of Advanced Concrete Technology, V. 6, No. 2, 2008, pp. 365-376. doi: 10.3151/jact.6.36510.3151/jact.6.365 ↗
12. Slowik, V., and Saouma, V., “Water Pressure in Propagating Concrete Cracks,” Journal of Structural Engineering, ASCE, V. 126, No. 2, 2000, pp. 235-242. doi: 10.1061/(ASCE)0733-9445(2000)126:2(235)10.1061/(ASCE)0733-9445(2000)126:2(235) ↗
13. Delannoy, Y., and Kueny, J. L., “Two Phase Flow Approach in Unsteady Cavitation Modeling,” Cavitation and Multiphase Flow Forum, ASME-FED, V. 98, 1990, pp. 153-158.
14. Maekawa, K., and Fujiyama, C., “Rate-Dependent Model of Structural Concrete incorporating Kinematics of Ambient Water Subjected to High-Cycle Loads,” Engineering Computations, V. 30, No. 6, 2013, pp. 825-841. doi: 10.1108/EC-06-2012-012510.1108/EC-06-2012-0125 ↗
15. Momber, A. W., “Short-Time Cavitation Erosion of Concrete,” Wear, V. 241, No. 1, 2000, pp. 47-52. doi: 10.1016/S0043-1648(00)00348-310.1016/S0043-1648(00)00348-3 ↗
16. Matsuda, Y., “Control of Water for the Durability of the Concrete Structure (1) Influence of the Water on the Deterioration and Damage of the Concrete Structures,” Concrete Journal, V. 51, No. 10, 2013, pp. 817-818. doi: 10.3151/coj.51.81410.3151/coj.51.814 ↗
17. Chijiwa, N.; Hong, T. M.; Iwanami, M.; Saito, T.; Yamaya, A.; Motegi, H.; and Shinozaki, H., “Rapid Degradation of Concrete Anchorage Performance by Liquid Water,” Journal of Advanced Concrete Technology, V. 13, No. 10, 2015, pp. 438-448. doi: 10.3151/jact.13.43810.3151/jact.13.438 ↗
18. Graham, J. R.; Hamilton, W. S.; Hendrickson, J. G.; Kaden, R. A.; McDonald, J. E.; Noble, G. E.; and Schrader, E. K., “Erosion of Concrete in Hydraulic Structures,” ACI Materials Journal, V. 84, No. 2, Mar.-Apr. 1987, pp. 136-157.10.14359/1871 ↗
19. Kuroki, Y.; Tsunokane, H.; Eda, N.; and Murakawa, S., “A Fundamental Study on Settlement at Wind Turbine Tower Base-to-Footing Connection,” Proceedings of the Concrete Structure Scenarios, JSMS, V. 16, 2016, pp. 455-460.
20. Haroun, M. A.; Mosallam, A. S.; Feng, M. Q.; and Elsanadedy, H. M., “Experimental Investigation of Seismic Repair and Retrofit of Bridge Columns by Composite Jackets,” Journal of Reinforced Plastics and Composites, V. 22, No. 14, 2003, pp. 1243-1268. doi: 10.1177/073168440303557310.1177/0731684403035573 ↗
21. Issa, C. A., and Debs, P., “Experimental Study of Epoxy Repairing of Cracks in Concrete,” Construction and Building Materials, V. 21, No. 1, 2007, pp. 157-163. doi: 10.1016/j.conbuildmat.2005.06.03010.1016/j.conbuildmat.2005.06.030 ↗
22. He, R.; Yang, Y.; and Sneed, L. H., “Seismic Repair of Reinforced Concrete Bridge Columns: Review of Research Findings,” Journal of Bridge Engineering, ASCE, V. 20, No. 12, 2015, p. 04015015 doi: 10.1061/(ASCE)BE.1943-5592.000076010.1061/(ASCE)BE.1943-5592.0000760 ↗
23. Shin, H.; Miyauchi, H.; and Tanaka, K., “An Experimental Study of Fatigue Resistance in Epoxy Injection for Cracked Mortar and Concrete considering the Temperature Effect,” Construction and Building Materials, V. 25, No. 3, 2011, pp. 1316-1324. doi: 10.1016/j.conbuildmat.2010.09.01310.1016/j.conbuildmat.2010.09.013 ↗
24. ACI Committee E706, “RAP-1 Structural Crack Repair by Epoxy Injection,” American Concrete Institute, Farmington Hills, MI, 2011, 7 pp.
25. ACI Committee 224, “Causes, Evaluation, and Repair of Cracks in Concrete Structures (ACI 224.1R-93),” American Concrete Institute, Farmington Hills, MI, 1993, 22 pp.
26. JCI, “Practical Guideline for Investigation, Repair and Strengthening of Cracked Concrete Structures 2013,” Japan Concrete Institute, Tokyo, Japan, 2013.
27. McCarter, W. J.; Alaswad, G.; and Suryanto, B., “Transient Moisture Profiles in Cover-Zone Concrete during Water Absorption,” Cement and Concrete Research, V. 108, pp. 167-171. doi: 10.1016/j.cemconres.2018.04.00110.1016/j.cemconres.2018.04.00110.1016/j.cemconres.2018.04.001 ↗
28. Suryanto, B.; Saraireh, D.; Kim, J.; McCarter, W. J.; Starrs, G.; and Taha, H. M., “Imaging Water Ingress into Concrete using Electrical Resistance Tomography,” International Journal of Advances in Engineering Sciences and Applied Mathematics, V. 9, No. 2, 2017, pp. 109-118. doi: 10.1007/s12572-017-0190-910.1007/s12572-017-0190-9 ↗
29. Muroi, S., and Ishimura, H., “Introduction to Epoxy Resin (Reprinted Version),” The Japan Society of Epoxy Resin Technology, Tokyo, Japan, 2017.
30. JSCE, “Guidelines for Design of Wind Turbine Support, Structures and Foundations 2010,” Japan Society of Civil Engineers, Tokyo, Japan, Jan. 2011.