Follow
Santosh Reddy Kommidi
Santosh Reddy Kommidi
Graduate Research Assistant, Texas A&M University
Verified email at tamu.edu
Title
Cited by
Cited by
Year
Molecular dynamics modeling and simulation of bituminous binder chemical aging due to variation of oxidation level and saturate-aromatic-resin-asphaltene fraction
F Fallah, F Khabaz, YR Kim, SR Kommidi, HF Haghshenas
Fuel 237, 71-80, 2019
902019
Research on high-RAP asphalt mixtures with rejuvenators and WMA additives
H Haghshenas, H Nabizadeh, YR Kim, K Santosh
792016
Evaluation of long-term effects of rejuvenation on reclaimed binder properties based on chemical-rheological tests and analyses
HF Haghshenas, YR Kim, SR Kommidi, D Nguyen, DF Haghshenas, ...
Materials and Structures 51, 1-13, 2018
432018
Mechanical-chemical characterization of the effects of type, dosage, and treatment methods of rejuvenators in aged bituminous materials
G Nsengiyumva, HF Haghshenas, YR Kim, SR Kommidi
Transportation research record 2674 (3), 126-138, 2020
362020
Fatigue characterization of binder with aging in two length scales: sand asphalt mortar and parallel plate binder film
SR Kommidi, YR Kim, LR de Rezende
Construction and Building Materials 237, 117588, 2020
202020
Research on High-RAP Asphalt Mixtures with Rejuvenators-Phase II
H Haghshenas, G Nsengiyumva, YR Kim, K Santosh, S Amelian
182019
Constant strain rate experiments and constitutive modeling for a class of bitumen
KS Reddy, S Umakanthan, JM Krishnan
Mechanics of Time-Dependent Materials 16, 251-274, 2012
172012
Dynamic shear rheometer testing and mechanistic conversion to predict bending beam rheometer low temperature behavior of bituminous binder
SR Kommidi, YR Kim
Construction and Building Materials 267, 120563, 2021
132021
Strain sweep fatigue testing of sand asphalt mortar to investigate the effects of sample geometry, binder film thickness, and testing temperature
LR de Rezende, SR Kommidi, YR Kim, M Khedmati
Transportation Research Record 2675 (10), 516-529, 2021
92021
Investigation of DSR test methods to determine binder low temperature properties
SR Kommidi, YR Kim
Nebraska. Department of Transportation, 2019
92019
Rate‐dependent fracture modeling of bituminous media using nonlinear viscoelastic cohesive zone with Gaussian damage function
YR Kim, JESL Teixeira, SR Kommidi, DN Little, FTS Aragao, ...
Computer‐Aided Civil and Infrastructure Engineering 36 (11), 1365-1381, 2021
82021
Research on high-rap asphalt mixtures with rejuvenators and WMA additives.(No. SPR-P1 (15) M016)
H Haghshenas, H Nabizadeh, YR Kim, K Santosh
Nebraska. Dept. of Roads, 2016
52016
New Mixture Additives for Sustainable Bituminous Pavements
GM Nsengiyumva, SR Kommidi, YR Kim, H Xu, Y Yang
Nebraska. Department of Transportation, 2018
32018
Research on High-RAP Asphalt Mixtures with Rejuvenators and WMA Additives.
YR Kim, H Haghshenas, H Nabizadeh, K Santosh
Nebraska. Dept. of Roads, 2016
32016
Investigation of DSR Test Methods to Determine Binder Low Temperature Properties
K Santosh, YR Kim
22019
Cyclic strain sweep testing-analysis to evaluate the mechanical characteristics of stabilized soils
SR Kommidi, P Akula, YR Kim, DN Little, J Rushing
Transportation Geotechnics 39, 100944, 2023
12023
Research on High-RAP Asphalt Mixtures With Rejuvenators–Phase II
HH Fatmehsari, GM Nsengiyumva, YR Kim, SR Kommidi, S Amelian
Nebraska. Department of Transportation, 2019
12019
Research on High-RAP Asphalt Mixtures with Rejuvenators-Phase II
YR Kim, HF Haghshenas, S Amelian, G Nxengiyumya, K Santosh
Lincoln, Nebraska: Nebraska Transportation Center, 2019
12019
Mechanistic Analysis and Design of Mixtures and Pavements Using Two-Way Coupled Multiscale Computational Modeling
YR Kim, SR Kommidi
Geo-Congress 2023, 432-441, 2023
2023
Finite Element Modeling of FHWA-Accelerated Loading Facility Test Sections With Fatigue Damage Using a Nonlinear Viscoelastic Cohesive Zone Integrated With Gaussian Damage …
SR Kommidi, M Elwardany, YR Kim, DJ Mensching
Transportation Research Record 2677 (1), 1524-1537, 2023
2023
The system can't perform the operation now. Try again later.
Articles 1–20