STRENGTHENING OF RC BEAMS RETROFITTED WITH EXTERNAL TRUSS–AN EXPERIMENTAL STUDY

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HEMAANITHA R.; KOTHANDARAMAN S.

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Journal Paper

Paper Information

Journal: ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) Year:2016 | Volume:17 | Issue:8 Page(s): 1087-1098

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Information Journal Paper

Title

STRENGTHENING OF RC BEAMS RETROFITTED WITH EXTERNAL TRUSS–AN EXPERIMENTAL STUDY

Author(s)

HEMAANITHA R. | KOTHANDARAMAN S. | Issue Writer Certificate

Keywords

RETROFITTING

EXTERNAL TRUSS

FLEXURAL STRENGTHENING

DEFLECTION

CRACK WIDTH

Abstract

The study explores the experimental results of strengthening RC beams attached with EXTERNAL TRUSS. The truss was designed and fabricated with 42×42×6 mm angle sections for tie members and 2 pieces of 180×3.4mm flats for strut. Two different struts with a height of 300mm and 400mm were used. The result indicates that the load carrying capacity of the retrofitted beams could be increased 2.5 times and 2.7 times respectively compared to the basic beam; the maximum CRACK WIDTH at the ultimate stage was in the range of 2 to 2.5 mm when compared to the basic beam (4 to 5 mm). However, the method adopted in the study has got many advantages such as enhancing the load carrying capacity, controlling the CRACK WIDTH, economical and easy to install.

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APA: Copy

HEMAANITHA, R., & KOTHANDARAMAN, S.. (2016). STRENGTHENING OF RC BEAMS RETROFITTED WITH EXTERNAL TRUSS–AN EXPERIMENTAL STUDY. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 17(8), 1087-1098. SID. https://sid.ir/paper/299258/en

Vancouver: Copy

HEMAANITHA R., KOTHANDARAMAN S.. STRENGTHENING OF RC BEAMS RETROFITTED WITH EXTERNAL TRUSS–AN EXPERIMENTAL STUDY. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2016;17(8):1087-1098. Available from: https://sid.ir/paper/299258/en

IEEE: Copy

R. HEMAANITHA, and S. KOTHANDARAMAN, “STRENGTHENING OF RC BEAMS RETROFITTED WITH EXTERNAL TRUSS–AN EXPERIMENTAL STUDY,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 17, no. 8, pp. 1087–1098, 2016, [Online]. Available: https://sid.ir/paper/299258/en

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