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Ali A. Semendary
Title
Cited by
Cited by
Year
Shear friction performance between high strength concrete (HSC) and ultra high performance concrete (UHPC) for bridge connection applications
AA Semendary, WK Hamid, EP Steinberg, I Khoury
Engineering Structures 205, 110122, 2020
602020
Factors affecting bond between precast concrete and cast in place ultra high performance concrete (UHPC)
AA Semendary, D Svecova
Engineering Structures 216 (1 August 2020), 110746, 2020
572020
Experimental Investigation of Direct Tension Bond Performance of High-Strength Concrete and Ultrahigh-Performance Concrete Connections
AA Semendary, W Hamid, M Akentuna, EP Steinberg
Journal of Materials in Civil Engineering 31 (9), 0899-1561, 2019
302019
Early-age behavior of an adjacent prestressed concrete box-beam bridge containing UHPC shear keys with transverse dowels
AA Semendary, KK Walsh, EP Steinberg
Journal of Bridge Engineering 22 (5), 04017007, 2017
292017
Live-load moment-distribution factors for an adjacent precast prestressed concrete box beam bridge with reinforced UHPC shear key connections
AA Semendary, EP Steinberg, KK Walsh, E Barnard
Journal of Bridge Engineering 22 (11), 04017088, 2017
282017
Interfacial Parameters for Bridge Connections at High-Strength Concrete–Ultrahigh-Performance Concrete Interface
AA Semendary, D Svecova
10.1061/(ASCE)MT.1943-5533.0003107 32 (4), 2020
272020
Numerical investigation of non-shear-reinforced UHPC hybrid flat slabs subject to punching shear
MMA Kadhim, AR Saleh, L Cunningham, AA Semendary
Engineering Structures 241, 112444, 2021
192021
Bond Characteristics of CFRP Rod Panels Adhered to Concrete under Bending Effects
A Jawdhari, AA Semendary, A Fam, I Khoury, E Steinberg
Journal of Composites for Construction 23 (1), 2018
192018
Fiber Orientation in Ultra-High-Performance Concrete Shear Keys of Adjacent-Box-Beam Bridges
K Walsh, H Nathan J., E Steinberg, H Hussein, AA Semendary
ACI Materials Journal, 2018
192018
Static performance of stud shear connectors and UHPC in deck-to-girder composite connection
AA Semendary, HL Stefaniuk, D Yamout, D Svecova
Engineering Structures 255, 113917, 2022
172022
Bond characterization and interfacial coefficients at precast UHPC and cast-in-place UHPC interface
AA Semendary, D Svecova
Journal of Materials in Civil Engineering 33 (7), 04021143, 2021
172021
Implementing Ultra High Performance Concrete (UHPC) with Dowel Bars in Longitudinal Joints (Shear Key) in an Adjacent Box Beam Bridge
E Steinberg, AA Semendary, K Walsh
152016
Adjacent Precast Box Beam Bridges: Using UHPC Longitudinal Joints
E Steinberg, AA Semendary, K Walsh
142015
Effects of Temperature Distributions on Thermally Induced Behavior of UHPC Shear Key Connections of an Adjacent Precast Prestressed Concrete Box Beam Bridge
AA Semendary, EP Steinberg, KK Walsh, E Barnard
Journal of Bridge Engineering 24 (2), 2018
132018
Evaluation of Transverse Tie Rods in a 50-Year-Old Adjacent Prestressed Concrete Box Beam Bridge
E Steinberg, AA Semendary
Journal of Bridge Engineering, 05016010, 2016
122016
Numerical investigation of hybrid UHPC columns subject to lateral impact
MMA Kadhim, AA Semendary, M Hammed, LS Cunningham
Journal of Building Engineering 47, 103914, 2022
92022
Experimental study on bond performance at UHPC-UHPC cold joints
AA Semendary, AJ Kriegl, D Svecova
Construction and Building Materials 344, 128237, 2022
72022
Estimation of bond strengths and design parameters for precast concrete-UHPC shear key interface in box beam bridge
LX Tan, AA Semendary, D Svecova
Engineering Structures 250, 113397, 2022
72022
Influence of Heating and Cooling Temperature on the Performance of Tensile Interfacial Bond between High Strength Concrete and Ultra High Performance Concrete (UHPC)
AA Semendary, W Hamid, M Akentuna, EP Steinberg
Second International Interactive Symposium on Ultra-High Performance Concrete, 2019
72019
Behavior of adjacent prestressed concrete box beam bridges containing ultra high performance concrete (UHPC) longitudinal joints
AA Semendary
Ohio University, 2018
72018
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