| Evaluation of modulus of elasticity of ultra-high performance concrete A Alsalman, CN Dang, GS Prinz, WM Hale Construction and Building Materials 153, 918-928, 2017 | 194 | 2017 |
| Development of ultra-high performance concrete with locally available materials A Alsalman, CN Dang, WM Hale Construction and Building Materials 133, 135-145, 2017 | 183 | 2017 |
| Mixture-proportioning of economical UHPC mixtures A Alsalman, CN Dang, JR Martí-Vargas, WM Hale Journal of Building Engineering 27, 100970, 2020 | 102 | 2020 |
| Analysis of bond stress distribution for prestressing strand by Standard Test for Strand Bond CN Dang, CD Murray, RW Floyd, WM Hale, JR Martí-Vargas Engineering Structures 72, 152-159, 2014 | 74 | 2014 |
| Temperature gradients in bridge concrete I-girders under heat wave R Hagedorn, JR Martí-Vargas, CN Dang, WM Hale, RW Floyd Journal of Bridge Engineering 24 (8), 04019077, 2019 | 41 | 2019 |
| Measured Transfer Lengths of 0.7 in.(17.8 mm) Strands for Pretensioned Beams. CN Dang, RW Floyd, W Micah Hale, JR Martí-Vargas ACI Structural Journal 113 (1), 85-94, 2016 | 35 | 2016 |
| Bond stress-slip model for 0.6 in.(15.2 mm) diameter strand CN Dang, RW Floyd, CD Murray, WM Hale, JR Martí-Vargas ACI Structural Journal 112 (5), 625-634, 2015 | 32 | 2015 |
| Prestress losses in pretensioned concrete beams cast with lightweight self-consolidating concrete JC Bymaster, CN Dang, RW Floyd, WM Hale Structures 2, 50-57, 2015 | 29 | 2015 |
| A correlation of strand surface quality to transfer length CN Dang, CD Murray, RW Floyd, WM Hale, JR Martí-Vargas ACI Structural Journal 111 (5), 1245-1252, 2014 | 29 | 2014 |
| A higher-order equation for modeling strand bond in pretensioned concrete beams AT Ramirez-Garcia, CN Dang, WM Hale, JR Martí-Vargas Engineering Structures 131, 345-361, 2017 | 17 | 2017 |
| Determination of bond stress distribution coefficient by maximum likelihood method CN Dang, RW Floyd, GS Prinz, W Micah Hale Journal of Structural Engineering 142 (5), 04016003, 2016 | 15 | 2016 |
| Assessment of transmission length of prestressing strands according to fib Model Code 2010 CN Dang, WM Hale, JR Martí-Vargas Engineering Structures 147, 425-433, 2017 | 13 | 2017 |
| Spacing requirements of 0.7 in.(18 mm) diameter prestressing strands. CN Dang, RW Floyd, WM Hale, JR Martí-Vargas PCI Journal 61 (1), 70-87, 2016 | 13 | 2016 |
| Flexural behavior of concrete beams cast with high-performance materials RS Kareem, CN Dang, WM Hale Journal of Building Engineering 34, 101912, 2021 | 12 | 2021 |
| Measured development lengths of 0.7 in.(17.8 mm) strands for pretensioned beams CN Dang, RW Floyd, WM Hale, JR Martí-Vargas ACI Struct. J 113 (3), 525-535, 2016 | 11 | 2016 |
| Quantification of bond performance of 18-mm prestressing steel CN Dang, WM Hale, JR Martí-Vargas Construction and Building Materials 159, 451-462, 2018 | 10 | 2018 |
| Measurement of transfer and development lengths of 0.7 in. Strands on pretensioned concrete elements CN Dang University of Arkansas, 2015 | 10 | 2015 |
| Prediction of modulus of elasticity of UHPC using maximum likelihood estimation method A Alsalman, R Kareem, CN Dang, JR Martí-Vargas, WM Hale Structures 35, 1308-1320, 2022 | 7 | 2022 |
| Investigation of measured prestress losses compared with design prestress losses in AASHTO Types II, III, IV, and VI bridge girders. A Almohammedi, CD Murray, CN Dang, WM Hale PCI Journal 66 (3), 2021 | 7 | 2021 |
| Structural performance of concrete bridge decks reinforced with Grade-830 steel bars RS Kareem, C Jones, CN Dang, GS Prinz, WM Hale Structures 27, 1396-1404, 2020 | 6 | 2020 |
Micah HaleProfessor of Civil Engineering, University of ArkansasVerified email at uark.edu
