Study on reinforced concrete beams with helical transverse reinforcement

被引：1

作者：

Krishna, N. Kaarthik ^{[1
]}

Sandeep, S. ^{[1
]}

Mini, K. M. ^{[1
]}

机构：

[1] Amrita Univ, Amrita VishwaVidyapeetham, Amrita Sch Engn, Dept Civil Engn, Coimbatore, Tamil Nadu, India

来源：

INTERNATIONAL CONFERENCE ON ADVANCES IN MATERIALS AND MANUFACTURING APPLICATIONS (ICONAMMA-2017) | 2018年 / 310卷

关键词：

D O I：

10.1088/1757-899X/310/1/012046

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

In a Reinforced Concrete (R.C) structure, major reinforcement is used for taking up tensile stresses acting on the structure due to applied loading. The present paper reports the behavior of reinforced concrete beams with helical reinforcement (transverse reinforcement) subjected to monotonous loading by 3-point flexure test. The results were compared with identically similar reinforced concrete beams with rectangular stirrups. During the test crack evolution, load carrying capacity and deflection of the beams were monitored, analyzed and compared. Test results indicate that the use of helical reinforcement provides enhanced load carrying capacity and a lower deflection proving to be more ductile, clearly indicating the advantage in carrying horizontal loads. An analysis was also carried out using ANSYS software in order to compare the test results of both the beams.

引用

页数：10

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