Critical chloride corrosion threshold for galvanized reinforcing bars D Darwin, JA Browning, M O’Reilly, L Xing University of Kansas Center for Research, Inc., 2007 | 115 | 2007 |
Multiple corrosion protection systems for reinforced concrete bridge components D Darwin, JA Browning, M O’Reilly, CE Locke Jr, YP Virmani University of Kansas Center for Research, Inc., 2011 | 37 | 2011 |
Evaluation of multiple corrosion protection systems for reinforced concrete bridge decks M O’Reilly, D Darwin, JA Browning, CE Locke Jr University of Kansas Center for Research, Inc., 2011 | 36 | 2011 |
Anchorage of conventional and high-strength headed reinforcing bars Y Shao, D Darwin, M O’Reilly, RD Lequesne, KP Ghimire, M Hano University of Kansas Center for Research, Inc., 2016 | 24 | 2016 |
Anchorage of high-strength reinforcing bars with standard hooks J Sperry, S Al-Yasso, N Searle, M DeRubeis, D Darwin, M O’Reilly, ... The University of Kansas Center for Research, Inc., 2015 | 24 | 2015 |
Conventional and high-strength hooked Bars—Part 1: Anchorage tests J Sperry, S Yasso, N Searle, M DeRubeis, D Darwin, M O’Reilly, ... American Concrete Institute, 2017 | 21 | 2017 |
Conventional and High-Strength Hooked Bars: Detailing Effects J Sperry, D Darwin, M O’Reilly, A Lepage, RD Lequesne, AB Matamoros, ... American Concrete Institute, 2018 | 14 | 2018 |
Corrosion performance of prestressing strands in contact with dissimilar grouts. M O’Reilly, D Darwin, JA Browning Kansas. Dept. of Transportation, 2013 | 14 | 2013 |
Effect of corrosion inhibitors on concrete pore solution composition and corrosion resistance M O’Reilly, D Darwin, JA Browning, L Xing, CE Locke Jr, YP Virmani https://www. concrete. org/publications/acimaterialsjournal. aspx, 2013 | 13 | 2013 |
Conventional and high-strength headed bars—part 1: Anchorage tests KP Ghimire, Y Shao, D Darwin, M O'Reilly American Concrete Institute, 2019 | 12 | 2019 |
Anchorage strength of closely spaced hooked bars AH Ajaam, S Yasso, D Darwin, M O’Reilly, J Sperry American Concrete Institute, 2018 | 12 | 2018 |
Anchorage of headed reinforcing bars in concrete KP Ghimire University of Kansas, 2018 | 11 | 2018 |
Multiple corrosion-protection systems for reinforced-concrete bridge components: laboratory tests D Darwin, M O’Reilly, JA Browning, CE Locke, YP Virmani, J Ji, L Gong, ... Journal of Materials in Civil Engineering 26 (11), 04014085, 2014 | 11 | 2014 |
Performance evaluation of corrosion protection systems for reinforced concrete O Farshadfar, M O’Reilly, D Darwin University of Kansas Center for Research, Inc., 2017 | 10 | 2017 |
Anchorage strength of conventional and high-strength hooked bars in concrete J Sperry, D Darwin, M O’Reilly, RD Lequesne University of Kansas Center for Research, Inc., 2015 | 10 | 2015 |
Conventional and high-strength headed bars—Part 2: Data analysis KP Ghimire, Y Shao, D Darwin, M O'Reilly American Concrete Institute, 2019 | 9 | 2019 |
Conventional and High-Strength Hooked Bars—Part 2: Data Analysis J Sperry, D Darwin, M O’Reilly, RD Lequesne, S Yasso, L Feldman, ... American Concrete Institute, 2017 | 9 | 2017 |
Effect of preexisting cracks on lap splice strength of reinforcing bars J Yuan, AB Matamoros, D Darwin American Concrete Institute, 2016 | 9 | 2016 |
Stainless steel reinforcement as a replacement for epoxy coated steel in bridge decks D Darwin, M O’Reilly, I Somogie, J Sperry, J Lafikes, S Storm, ... University of Kansas. Center for Research, 2013 | 9 | 2013 |
Effect of supplementary Cementitious materials on chloride threshold and corrosion rate of reinforcement M O'Reilly, O Farshadfar, D Darwin American Concrete Institute, 2019 | 8 | 2019 |