| Stress-block parameters for unconfined and confined concrete based on a unified stress-strain model MM Karthik, JB Mander Journal of Structural Engineering 137 (2), 270-273, 2010 | 198 | 2010 |
| Deterioration data of a large-scale reinforced concrete specimen with severe ASR/DEF deterioration MM Karthik, JB Mander, S Hurlebaus Construction and Building Materials 124, 20-30, 2016 | 35 | 2016 |
| Condition assessment of bridge post-tensioning and stay cable systems using NDE methods S Hurlebaus, M Hueste, M Karthik, T Terzioglu Transportation Research Board of the National Academies, 2016 | 35 | 2016 |
| Nondestructive evaluation of grout defects in internal tendons of post-tensioned girders T Terzioglu, MM Karthik, S Hurlebaus, MBD Hueste, S Maack, ... Ndt & E International 99, 23-35, 2018 | 34 | 2018 |
| ASR/DEF related expansion in structural concrete: Model development and validation MM Karthik, JB Mander, S Hurlebaus Construction and Building Materials 128, 238-247, 2016 | 33 | 2016 |
| Magnetic flux leakage technique to detect loss in metallic area in external post-tensioning systems MM Karthik, T Terzioglu, S Hurlebaus, MB Hueste, H Weischedel, ... Engineering Structures 201, 109765, 2019 | 28 | 2019 |
| Displacement-Based Compatibility Strut-and-Tie Method and Application to Monotonic and Cyclic Loading MM Karthik, JB Mander, S Hurlebaus Journal of Structural Engineering 142 (6), 04016010, 2016 | 25 | 2016 |
| Experimental behavior of large reinforced concrete specimen with heavy ASR and DEF deterioration MM Karthik, JB Mander, S Hurlebaus Journal of Structural Engineering 144 (8), 04018110, 2018 | 24 | 2018 |
| Inspection Guidelines for Bridge Post-tensioning and Stay Cable Systems Using NDE Methods S Hurlebaus, MBD Hueste, MM Karthik, T Terzioglu NCHRP Research Report, 2017 | 22 | 2017 |
| Modelling four-pile cap behaviour using three-dimensional compatibility strut-and-tie method S Dey, MM Karthik Engineering Structures 198, 109499, 2019 | 18 | 2019 |
| Nondestructive Evaluation of External Post-Tensioning Systems to Detect Grout Defects T Terzioglu, MM Karthik, S Hurlebaus, MBD Hueste Journal of Structural Engineering 145 (1), 05018002, 2019 | 15 | 2019 |
| Nondestructive Testing Methods for Underwater Tunnel Linings: Practical Application at Chesapeake Channel Tunnel JB White, KT Wieghaus, MM Karthik, P Shokouhi, S Hurlebaus, A Wimsatt Journal of Infrastructure Systems, B4016011-1-B4016011-11, 2016 | 15 | 2016 |
| Structural assessment of JB Mander, JM Bracci, S Hurlebaus, Z Grasley, MM Karthik, SH Liu, ... Texas. Dept. of Transportation. Research and Technology Implementation Office, 2012 | 13* | 2012 |
| Modeling ASR/DEF Expansion Strains in Large Reinforced Concrete Specimens MM Karthik, JB Mander, S Hurlebaus Journal of Structural Engineering 144 (7), 04018085, 2018 | 11 | 2018 |
| Structural Assessment of" D" Regions Affected by Premature Concrete Deterioration: Technical Report JB Mander, MM Karthik, S Hurlebaus | 8 | 2015 |
| Structural Assessment of "D" Region Affected by Premature Concrete Deterioration: Technical Report JB Mander, JM Bracci, S Hurlebaus, Z Grasley, MM Karthik, SH Liu, ... http://tti.tamu.edu/documents/0-5997-1.pdf, 2012 | 8 | 2012 |
| Systematic Assessment of Nondestructive Evaluation Techniques for Post-Tensioning and Stay Cable Systems T Terzioglu, MM Karthik, S Hurlebaus, MBD Hueste Journal of Infrastructure Systems 25 (2), 04019015, 2019 | 7 | 2019 |
| Nondestructive Evaluation of Stay Cable Specimens for Non-Strand Defects MM Karthik, T Terzioglu, C Jones, S Hurlebaus, MBD Hueste Transportation Research Board 97th Annual MeetingTransportation Research Board, 2018 | 5* | 2018 |
| Guidelines for Determining the Capacity of D-Regions with Premature Concrete Deterioration of ASR/DEF JB Mander, S Hurlebaus, MM Karthik, RM Scott Texas Transportation Institute, The Texas A&M University System, 2012 | 3 | 2012 |
| Guidelines for Analyzing the Capacity of D-regions with Premature Concrete Deterioration of ASR/DEF JB Mander, MM Karthik, S Hurlebaus | 1 | 2015 |
Stefan HurlebausTexas A&M UniversityDirección de correo verificada de civil.tamu.edu
