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Article | 28-August-2018

STRUCTURAL BEHAVIOR OF NORMAL AND HIGH-STRENGTH CONCRETE WALLS REINFORCED WITH GLASS FIBER-REINFORCED POLYMER BARS UNDER ECCENTRIC LOAD

% for HSC walls. The ductility of the specimen reinforced with GFRP bars is 46% higher than that of steel reinforced specimens.

Yaarub Gatia ABTAN, Hassan Falah HASSAN

Architecture, Civil Engineering, Environment, Volume 10 , ISSUE 2, 55–63

research-article | 30-November-2017

AN EXPERIMENTAL STUDY ON FIBERLY REINFORCED CONCRETE USING POLYPROPYLENE FIBRE WITH VIRGIN AND RECYCLED ROAD AGGREGATE

strength has been achieved in this experimental work and became possible in the way when a secondary material like polypropylene fiber is added. And it has been proved in this experimental work that cement concrete of 1:2:4 mix gave almost the same strength as that of 1:1.5:3 concrete mix. It was also observed after testing concrete specimens that, cubes and cylinders made by adding fibers show post crack ductility which is nearly impossible in plain concrete specimens. It can be observed in fig. 7

Salim KHOSO, Muhammad Tayyab NAQASH, Sadaf SHER, Zeeshan SAEED

Architecture, Civil Engineering, Environment, Volume 11 , ISSUE 1, 73–80

research-article | 30-November-2017

APPLICATION OF FIBERS FROM END-OF-LIFE TIRES AS A SELF-COMPACTING CONCRETE REINFORCEMENT – AN EXPERIMENTAL STUDY

deflection equal to 0.5 mm. Thus, the RSF significantly improved the ductility of the brittle self-compacting concrete matrix. Further, the repeatability of the results had its reflection in low values of coefficient of variation (<17%) obtained for residual flexural tensile strengths (Table 4). The inclusion of RSF in self-compacting concrete pronouncedly enhanced the toughness, calculated to the net deflection equal to L/150 (2 mm). Figure 8. Variation of residual strength according to the amount of

Małgorzata PAJĄK

Architecture, Civil Engineering, Environment, Volume 11 , ISSUE 1, 105–113

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