International Research Journal of Engineering and Technology (IRJET)
e-ISSN:2395-0056
Volume: 11 Issue: 04 | Mar 2024
p-ISSN: 2395-0072
www.irjet.net
COMPARATIVE STUDY ON CONVENTIONAL STEEL BEAM WITH GFRP NON-PRISMATIC BEAM USING ETABS Bhalerao Alkesh1, Agawane Makarand Dashrath2, Thale Monish Sajjan3, Sahare Rupesh Gulab4, Lokhande Yash Kalu5 1Asst Professor, Department of Civil Engineering, New Horizon Institute of Technology and Management,
Maharashtra, India
2 B.E Student, Department of Civil Engineering, New Horizon Institute of Technology and Management,
Maharashtra, India
3B. E Student, Department of Civil Engineering, New Horizon Institute of Technology and Management,
Maharashtra, India
4B. E Student, Department of Civil Engineering, New Horizon Institute of Technology and Management,
Maharashtra, India
5B. E Student, Department of Civil Engineering, New Horizon Institute of Technology and Management,
Maharashtra, India ---------------------------------------------------------------------***--------------------------------------------------------------------1.INTRODUCTION Abstract –This study presents a comparative analysis between conventional steel beams and glass fiber reinforced polymer (GFRP) Non-prismatic beams using E-Tabs software. The investigation focuses one evaluating the structural performance and behavior of these two types of beams under various loading conditions. The study involves modeling the beams in E-Tabs, incorporating realistic material properties and cross-sectional geometries. Analysis is conducted to assess factors such as deflections, crack formations, and overall load – bearing capacity. Through this comparative study, insights into the advantages and limitations of GFRP Non-prismatic beams and limitations of GFRP Non-prismatic beams compared to conventional steel beams are gained, providing valuable information for structural design and engineering practices. Through a detailed parametric study, the effects of key design parameters such as beam geometry, material properties, and support conditions on the performance of both types of beams are systematically investigated. Additionally, considerations are given to practical aspects such as construction feasibility, cost-effectiveness, and sustainability implications associated with the adoption of GFRP nonprismatic beams in real-world structural projects. The findings of this study aim to provide valuable insights into the comparative advantages and limitations of conventional steel beams and GFRP non-prismatic beams, thereby assisting structural engineers, architects, and decisionmakers in making informed choices regarding material selection for structural design and construction projects. Moreover, the research contributes to the ongoing efforts towards advancing sustainable and resilient infrastructure practices in the construction industry.
The use of Glass fiber-reinforced polymer GFRP beams in structural engineering has garnered significant attention due to light-weight corrosion-resistant, and high strength properties. In comparison, Conventional steel beams have long been the staple in structural design, known for their durability and liability. This study aims to conduct comparative analysis between conventional steel beam and GFRP non-prismatic beams using E-Tabs software. By evaluating structural performance of this two materials under various loading conditions. This research seeks to provide valuable insights to the advantages and limitations of GFRP nonprismatic beams. In comparison to conventional steel beams. The introduction of GFRP beam presents an opportunity to explore innovative solutions for sustainable and resilient in structure designs and this study aims to contribute to the growing body of knowledge in this field. The ETABS software, renowned for its robust finite element analysis capabilities, serves as the primary tool for conducting this comparative study. Through detailed modeling and simulation, the software enables the examination of various structural parameters, including deflection, bending moment, shear forces, and stress distribution, allowing for thorough assessment of the performance of both beam types. Furthermore, this study takes into account practical consideration such as construction feasibility, cost effectiveness, and sustainability implication associated with the adoption of GFRP non-prismatic beams. By addressing these factors, the research aims to offer holistic
Key Words: Deflections, GFRP, Geometries, ETABS.
© 2024, IRJET
|
Impact Factor value: 8.226
|
ISO 9001:2008 Certified Journal
|
Page 1932