Numerical investigation on reinforced concrete closed curved beams subjected to internal pressure strengthened with sustainable material.

Document Type : Original Article

Authors

1 Civil Engineering Dept., Faculty of Engineering, Kafrelsheikh University, Kafrelsheikh, Egypt

2 Civil Engineering, Menoufia University

3 EgyptCivil Engineering Dept., Faculty of Engineering, Kafrelsheikh University, Kafrelsheikh, Egypt

Abstract

This numerical study presents a Finite Element Modeling (FEM) for Closed Curved Beams (CCBs). This study aimed to capture the effect of Stainless-Steel Layers (SSLs) and Engineered Cementitious Composite (ECC) as sustainable strengthening material on the structural performance of RC CCBs under pressure loads. The numerical analysis is implemented based on ABAQUS and validated well with the previous experimental results. A parametric study and a numerical validation for RC CCBs strengthened with SSLs and ECC were prepared and studied by 18 beams divided into 5 groups. The main studied parameters were: number/layout of SSLs with varied thicknesses and ECC layer with varied thicknesses and configuration. The structural behaviour was improved by the SSLs numbers and thicknesses were increased. The cracking load was improved by about 16-43% for studied SSLS groups and the ultimate capacity was significantly increased by about 29-66%. The elastic stiffness was enhanced by 1.2-4.1 times higher than the unstrengthen beam. The reflection of ECC layer was studied. The cracking was improved by the increase the thicknesses by about 18-25%. The ultimate capacity was significantly increased by about 56-76%. The elastic stiffness was enhanced by about 1.4-3.3 times higher than the master beam

Keywords

ERJ. Engineering Research Journal
Volume 46, Issue 2
issued on 1/4/2023 in 4 Parts: Part (1) Electrical Engineering, Part (2): Production Engineering, Part (3): Civil Engineering, Part (4) Architectural Engineering,
April 2023
Pages 233-247

Files

Share

How to cite

Statistics