| Bond performance between ultrahigh-performance concrete and normal-strength concrete MA Carbonell Muñoz, DK Harris, TM Ahlborn, DC Froster Journal of Materials in Civil Engineering 26 (8), 04014031, 2014 | 182 | 2014 |
| Evaluation of commercially available remote sensors for highway bridge condition assessment K Vaghefi, RC Oats, DK Harris, TTM Ahlborn, CN Brooks, KA Endsley, ... Journal of Bridge Engineering 17 (6), 886-895, 2012 | 138 | 2012 |
| Combined imaging technologies for concrete bridge deck condition assessment K Vaghefi, TTM Ahlborn, DK Harris, CN Brooks Journal of Performance of Constructed Facilities 29 (4), 04014102, 2015 | 97 | 2015 |
| Ultra-high performance concrete for Michigan bridges, material performance: phase I. TM Ahlborn, EJ Peuse, DL Misson Michigan. Department of Transportation, 2008 | 81 | 2008 |
| Characterization of interface bond of ultra-high-performance concrete bridge deck overlays DK Harris, J Sarkar, TTM Ahlborn Transportation research record 2240 (1), 40-49, 2011 | 80 | 2011 |
| Durability and strength characterization of ultra-high performance concrete under variable curing regimes TM Ahlborn, DL Misson, EJ Peuse, CG Gilbertson Proceedings of the 2nd International Symposium on Ultra-High Performance …, 2008 | 74 | 2008 |
| Characterization of strength and durability of ultra-high-performance concrete under variable curing conditions TTM Ahlborn, DK Harris, DL Misson, EJ Peuse Transportation research record 2251 (1), 68-75, 2011 | 68 | 2011 |
| Characterization of strength and durability of ultra-high-performance concrete under variable curing conditions TTM Ahlborn, DK Harris, DL Misson, EJ Peuse Transportation research record 2251 (1), 68-75, 2011 | 68 | 2011 |
| Evaluating the use of unmanned aerial vehicles for transportation purposes:[parts AD]. C Brooks, RJ Dobson, DM Banach, D Dean, T Oommen, RE Wolf, ... Michigan. Dept. of Transportation. Office of Research and Best Practices, 2015 | 67 | 2015 |
| Damage investigation of single-edge notched beam tests with normal strength concrete and ultra high performance concrete specimens using acoustic emission techniques Q Dai, K Ng, J Zhou, EL Kreiger, TM Ahlborn Construction and Building Materials 31, 231-242, 2012 | 58 | 2012 |
| The challenges related to interface bond characterization of ultra-high-performance concrete with implications for bridge rehabilitation practices DK Harris, MA Carbonell Muñoz, A Gheitasi, TM Ahlborn, SV Rush Advances in Civil Engineering Materials 4 (2), 75-101, 2015 | 54 | 2015 |
| Unmanned aerial vehicle (UAV)-based assessment of concrete bridge deck delamination using thermal and visible camera sensors: A preliminary analysis R Escobar-Wolf, T Oommen, CN Brooks, RJ Dobson, TM Ahlborn Research in Nondestructive Evaluation 29 (4), 183-198, 2018 | 50 | 2018 |
| The state-of-the-practice of modern structural health monitoring for bridges: a comprehensive review TM Ahlborn, R Shuchman, LL Sutter, CN Brooks, DK Harris, JW Burns, ... | 48 | 2010 |
| An evaluation of commercially available remote sensors for assessing highway bridge condition TM Ahlborn, R Shuchman, LL Sutter, CN Brooks, DK Harris, JW Burns, ... | 43 | 2010 |
| Application of thermal IR imagery for concrete bridge inspection K Vaghefi, H Melo e Silva, D Harris, R Ahlborn PCI National Bridge Conference, PCI/NBC, Salt Lake City: UT (USA), 1-12, 2011 | 40 | 2011 |
| Dynamic strength and ductility of ultra-high performance concrete with flow-induced fiber alignment AB Groeneveld, TM Ahlborn, CK Crane, CA Burchfield, EN Landis International Journal of Impact Engineering 111, 37-45, 2018 | 33 | 2018 |
| Full‐scale testing of prestressed concrete bridge girders TM Ahlborn, CK Shield, CW French Experimental Techniques 21 (1), 33-35, 1997 | 33 | 1997 |
| Prestressed concrete ties in North America RH Lutch, DK Harris, TM Ahlborn Proceeding of AREMA Annual Conference, 1-39, 2009 | 31 | 2009 |
| Combined stress behavior of structural glazing joints LB Sandberg, TM Ahlborn Journal of structural engineering 115 (5), 1212-1224, 1989 | 30 | 1989 |
| Development of steel beam end deterioration guidelines JW Van de Lindt, TM Ahlborn Michigan. Dept. of Transportation. Construction and Technology Division, 2005 | 29 | 2005 |
