| Stress-strain relations for cracked tensile concrete from RC beam tests G Kaklauskas, J Ghaboussi Journal of Structural Engineering 127 (1), 64-73, 2001 | 195 | 2001 |
| Shrinkage influence on tension stiffening in concrete members G Kaklauskas, V Gribniak, D Bacinskas, P Vainiunas Engineering structures 31 (6), 1305-1312, 2009 | 134 | 2009 |
| FRP reinforcement for concrete structures: state-of-the-art review of application and design E Gudonis, E Timinskas, V Gribniak, G Kaklauskas, AK Arnautov, ... Engineering Structures and Technologies 5 (4), 147-158, 2013 | 125 | 2013 |
| Crisis management in construction and real estate: Conceptual modeling at the micro-, meso-and macro-levels A Kaklauskas, L Kelpsiene, EK Zavadskas, D Bardauskiene, ... Land Use Policy 28 (1), 280-293, 2011 | 103 | 2011 |
| Shrinkage in reinforced concrete structures: A computational aspect V Gribniak, G Kaklauskas, D Bacinskas Journal of civil engineering and management 14 (1), 49-60, 2008 | 100 | 2008 |
| Deriving stress–strain relationships for steel fibre concrete in tension from tests of beams with ordinary reinforcement V Gribniak, G Kaklauskas, AKH Kwan, D Bacinskas, D Ulbinas Engineering Structures 42, 387-395, 2012 | 98 | 2012 |
| Flexural layered deformational model of reinforced concrete members G Kaklauskas Magazine of Concrete Research 56 (10), 575-584, 2004 | 94 | 2004 |
| Comparative analysis of deformations and tension-stiffening in concrete beams reinforced with GFRP or steel bars and fibers V Gribniak, G Kaklauskas, L Torres, A Daniunas, E Timinskas, E Gudonis Composites Part B: Engineering 50, 158-170, 2013 | 93 | 2013 |
| Shrinkage effect on short-term deformation behavior of reinforced concrete–when it should not be neglected V Gribniak, G Kaklauskas, R Kliukas, R Jakubovskis Materials & Design 51, 1060-1070, 2013 | 85 | 2013 |
| Design for SLS according to fib Model Code 2010 GL Balázs, P Bisch, A Borosnyói, O Burdet, C Burns, F Ceroni, ... Structural Concrete 14 (2), 99-123, 2013 | 85 | 2013 |
| Deflection prediction of reinforced concrete beams by design codes and computer simulation V Gribniak, V Cervenka, G Kaklauskas Engineering Structures 56, 2175-2186, 2013 | 78 | 2013 |
| Effect of arrangement of tensile reinforcement on flexural stiffness and cracking V Gribniak, AP Caldentey, G Kaklauskas, A Rimkus, A Sokolov Engineering Structures 124, 418-428, 2016 | 69 | 2016 |
| Eliminating shrinkage effect from moment curvature and tension stiffening relationships of reinforced concrete members G Kaklauskas, V Gribniak Journal of Structural Engineering 137 (12), 1460-1469, 2011 | 68 | 2011 |
| Compressive strength and durability properties of structural lightweight concrete with fine expanded glass and/or clay aggregates D Rumsys, E Spudulis, D Bacinskas, G Kaklauskas Materials 11 (12), 2434, 2018 | 60 | 2018 |
| Serviceability analysis of concrete beams with different arrangements of GFRP bars in the tensile zone R Jakubovskis, G Kaklauskas, V Gribniak, A Weber, M Juknys Journal of Composites for Construction 18 (5), 04014005, 2014 | 57 | 2014 |
| Distributed Sensing (DOFS) in Reinforced Concrete members for reinforcement strain monitoring, crack detection and bond-slip calculation MF Bado, JR Casas, G Kaklauskas Engineering Structures 226, 111385, 2021 | 54 | 2021 |
| Affective tutoring system for built environment management A Kaklauskas, A Kuzminske, EK Zavadskas, A Daniunas, G Kaklauskas, ... Computers & Education 82, 202-216, 2015 | 54 | 2015 |
| Mechanical properties of the bond between GFRP reinforcing bars and concrete E Gudonis, R Kacianauskas, V Gribniak, A Weber, R Jakubovskis, ... Mechanics of composite materials 50, 457-466, 2014 | 50 | 2014 |
| Finite element mesh size effect on deformation predictions of reinforced concrete bridge girder V Gribniak, G Kaklauskas, S Idnurm, D Bačinskas The Baltic Journal of Road and Bridge Engineering 5 (1), 19-27, 2010 | 39 | 2010 |
| Non‐linear analysis of suspension bridges with flexible and rigid cables A Juozapaitis, S Idnurm, G Kaklauskas, J Idnurm, V Gribniak Journal of Civil Engineering and Management 16 (1), 149-154, 2010 | 37 | 2010 |
