期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2017
卷号：6
期号：4
页码：6743
DOI：10.15680/IJIRSET.2017.0604092
出版社：S&S Publications
摘要：The objective of this paper is to investigate and compare the flexural properties of steel and basalt fiberreinforced concrete beams with plain M30 grade concrete beams. Experimental and analytical studies are conducted onsteel and basalt fiber reinforced concrete beams reinforced with optimum fiber content, which was obtained by varyingthe fiber dosages from 0%, 0.25%, 0.50%, 0.75%, 1.0% of total volume of concrete. The plain concrete normallycontains numerous micro and macro cracks and it will begin to propagate in the matrix when load is applied. Theaddition of randomly spaced, discontinuous fibres helps in arresting the propagation of cracks and it cannot beachievedby continuous reinforcement. Thus fibers will help to improve the tensile and flexural strength of concrete. This studyincludes two phases, first phase is the comparative study about the shear and flexural behaviour of beams reinforcedwith optimum fiber contentand second phase is the analytical study of these beams using ANSYS 16.1 software. Theoptimum fibercontent for BFRC is 0.75% and for SFRC is 0.5% of total volume of concrete. For shear and flexuralbehaviour of beams, total twelve beams were prepared and tested over an effective span of 700 mm under two-pointloading. The beams were designed as balanced-section. The values obtained from experimental and analytical studieswhere comparable for all the beams. Hence the analytical studies where extended for the full scaled beam elements.
关键词：The objective of this paper is to investigate and compare the flexural properties of steel and basalt fiber;reinforced concrete beams with plain M30 grade concrete beams. Experimental and analytical studies are conducted on;steel and basalt fiber reinforced concrete beams reinforced with optimum fiber content; which was obtained by varying;the fiber dosages from 0%; 0.25%; 0.50%; 0.75%; 1.0% of total volume of concrete. The plain concrete normally;contains numerous micro and macro cracks and it will begin to propagate in the matrix when load is applied. The;addition of randomly spaced; discontinuous fibres helps in arresting the propagation of cracks and it cannot beachieved;by continuous reinforcement. Thus fibers will help to improve the tensile and flexural strength of concrete. This study;includes two phases; first phase is the comparative study about the shear and flexural behaviour of beams reinforced;with optimum fiber contentand second phase is the analytical study of these beams using ANSYS 16.1 software. The;optimum fibercontent for BFRC is 0.75% and for SFRC is 0.5% of total volume of concrete. For shear and flexural;behaviour of beams; total twelve beams were prepared and tested over an effective span of 700 mm under two-point;loading. The beams were designed as balanced-section. The values obtained from experimental and analytical studies;where comparable for all the beams. Hence the analytical studies where extended for the full scaled beam elements.
