Steel and Composite Structures

Volume 30, Number 3, 2019, pages 271-280

DOI: 10.12989/scs.2019.30.3.271

Computational and experimental analysis of beam to column joints reinforced with CFRP plates

Zhenyan Luo , Hamid Sinaei , Zainah Ibrahim , Mahdi Shariatit , Zamin Jumaat , Karzan Wakil , Binh Thai Pham , Edy Tonnizam Mohamad , Majid Khorami

Abstract

In this paper, numerical and experimental assessments have been conducted in order to investigate the capability of using CFRP for the seismic capacity improvement and relocation of plastic hinge in reinforced concrete connections. Two scaled down exterior reinforced concrete beam to column connections have been used. These two connections from a strengthened moment frame have been tested under uniformly distributed load before and after optimization. The results of experimental tests have been used to verify the accuracy of numerical modeling using computational ABAQUS software. Application of FRP plate on the web of the beam in connections to improve its capacity is of interest in this paper. Several parametric studies were carried out for CFRP reinforced samples, with different lengths and thicknesses in order to relocate the plastic hinge away from the face of the column.

Key Words

CFRP plate; plastic hinge relocation; finite element; rehabilitation; strengthening

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