The paper analyzes experimental studies examining the flexuraland shear analysis of the beams reinforced with GFRP bars. Atesting program consisted of two beams reinforced with longitudinalprestressed GFRP tendons, two beams reinforced withlongitudinal GFRP bars and two beams reinforced with longitudinalsteel reinforcement and shear reinforcement of GFRP bars.The experimental flexural and shear strength of concrete beamswere compared with theoretical strength calculated according toa number of design recommendations, and the significance ofprestressing for deflection and cracking was analyzed. Article in Lithuanian. Stiklo pluošto armatūra armuotų sijų, išankstinio įtempimo įtakos laikomajai galiai ir standumui eksperimentinis tyrimas Santr...
The aim of this paper is a comparative analysis of the experimental test results of twenty T-section...
W opracowaniu omówiono wybrane właściwości kompozytowych prętów FRP (Fiber Reinforced Polymer) stoso...
This paper presents the experimental results of shear behaviour on concrete beams longitudinally re...
The paper analyzes experimental studies examining the flexuraland shear analysis of the beams reinfo...
The current economic pressures on utilities to extend a service life of structural concrete mean tha...
The paper discusses the results of experimental and numerical modelling using two beams reinforced w...
Straipsnyje pateikiami dviejų vienodos geometrijos polimerine stiklo pluošto armatūra armuotų sijų e...
The paper presents results of experimental tests carried out on concrete beams reinforced with glass...
The paper discusses the results of experimental and numerical modelling using two beams reinforced w...
This paper aims to investigate the shear failure mechanisms in beams exclusively reinforced with lon...
The paper presents results of experimental test carried out on 12 T-shape concrete beams reinforced ...
The current economic pressures on utilities to extend a service life of structural concrete mean tha...
The presence article is part of research work aiming to contribute to the development of hybrid rein...
Present research experimentally and theoretically investigates deformations and tension-stiffening i...
This paper aims to investigate the shear failure mechanisms in beams reinforced with longitudinal an...
The aim of this paper is a comparative analysis of the experimental test results of twenty T-section...
W opracowaniu omówiono wybrane właściwości kompozytowych prętów FRP (Fiber Reinforced Polymer) stoso...
This paper presents the experimental results of shear behaviour on concrete beams longitudinally re...
The paper analyzes experimental studies examining the flexuraland shear analysis of the beams reinfo...
The current economic pressures on utilities to extend a service life of structural concrete mean tha...
The paper discusses the results of experimental and numerical modelling using two beams reinforced w...
Straipsnyje pateikiami dviejų vienodos geometrijos polimerine stiklo pluošto armatūra armuotų sijų e...
The paper presents results of experimental tests carried out on concrete beams reinforced with glass...
The paper discusses the results of experimental and numerical modelling using two beams reinforced w...
This paper aims to investigate the shear failure mechanisms in beams exclusively reinforced with lon...
The paper presents results of experimental test carried out on 12 T-shape concrete beams reinforced ...
The current economic pressures on utilities to extend a service life of structural concrete mean tha...
The presence article is part of research work aiming to contribute to the development of hybrid rein...
Present research experimentally and theoretically investigates deformations and tension-stiffening i...
This paper aims to investigate the shear failure mechanisms in beams reinforced with longitudinal an...
The aim of this paper is a comparative analysis of the experimental test results of twenty T-section...
W opracowaniu omówiono wybrane właściwości kompozytowych prętów FRP (Fiber Reinforced Polymer) stoso...
This paper presents the experimental results of shear behaviour on concrete beams longitudinally re...