Advanced search ?

Object

Structural response of beam-column joint made of fiber reinforced concrete (FRC) using ANSYS FEA simulation
Download

Title: Structural response of beam-column joint made of fiber reinforced concrete (FRC) using ANSYS FEA simulation

Creator:

Verma, Isha ; Gautam, Lalit ; Gomkale, Shruti ; Goyal, Anuj ; Berwal, Parveen ; Asmari, Abdullah Faiz Al ; Islam, Saiful

Date:

2025

Type:

artykuł w czasopiśmie

Description:

Beam-column joints are crucial in reinforced concrete and steel structures, which transfer load from beams to columns and vice versa. They are essential to withstand various types of loads, such as lateral, gravity, and seismic loads. The material of the beam-column joint determines the joint's ability to withstand and transfer loads between beams and columns. The stronger material would enhance its strength and overall load-bearing capacity and vice versa. Current research aims to evaluate the structural response of beam-column joints made of Fiber Reinforced Concrete (FRC's) using ANSYS FEA simulation package. The effect of fiber concentration, i.e., 0.3%, 0.6%, and 0.9%, on the strength of the beam-column joint is evaluated based on structural evaluation parameters. The other objective is to evaluate the effect of graphene fiber (the aspect ratio is 1:1, although up to 1.5 is typically acceptable) on improving the strength of the beam-column joint. Comparative studies are conducted, and materials are evaluated based on stiffness, ductility and energy dissipation. The graphene-reinforced concrete demonstrates less stiffness degradation with increased strain. This indicates that the incorporation of graphene improves the stiffness retention capacity of the concrete. The hysteresis loop of graphene-reinforced concrete is broader, signifying enhanced ductility. This indicates that the material can sustain greater deformations without failure, essential for seismic performance. The 0% FRC has minimal ductility, characterized by a notable reduction in stress upon first loading. The 0.3% and 0.6% FRC show improved ductility, with higher stress levels maintained over larger strains. The 0.9% FRC demonstrates the highest ductility, maintaining higher stress over the full strain range, indicating it can undergo larger deformations without failure. The stiffness degradation is less pronounced in higher FRC concentrations.

Place of publishing:

Koszalin

Publisher:

Politechnika Koszalińska

Identifier:

oai:dlibra.tu.koszalin.pl:2188

Language:

eng

Is part of:

Rocznik Ochrona Środowiska. Vol. 27, s. 174-195

Rights:

Biblioteka Politechniki Koszalińskiej

Access rights:

internet

License:

Creative Commons BY-SA 4.0

Exlibris

Subject and keywords:

beam column steel structure reinforced concrete graphene

Object collections:

Last modified:

Oct 22, 2026

In our library since:

Oct 22, 2026

Number of object content hits:

4

All available object's versions:

https://dlibra.tu.koszalin.pl/publication/2198

Show description in RDF format:

RDF

Show description in OAI-PMH format:

OAI-PMH

Edition name Date
2025, Verma, Isha, Structural response of beam-column joint made of fiber reinforced concrete (FRC) using ANSYS FEA simulation Oct 22, 2026

Objects Similar
IoT-powered flexible road dividers for accident impact reduction

Khurge, Deepti Palsodkar, Prachi Palsodkar, Prasanna Asmari, Abdullah Faiz Al Biswas, Tinku Ansari, Khalid Agrawal, Dhiraj Abdulhadi, Ahmed M. Islam, Saiful

2025
artykuł w czasopiśmie
Performance evaluation of asphalt concrete mixed with nano antimony (III) oxide

Asmari, Abdullah Faiz Al

2024
artykuł w czasopiśmie
Augmentation of pool boiling heat transfer using the laser treatment technology

Orman, Łukasz J. Honus, Stanislav Radek, Norbert Kargul, Marcin

2024
artykuł w czasopiśmie
Environmental conservation by using recycled aggregates: enhancing sustainability in road construction

Berwal, Parveen Gupta, Nakul Kumar, Ravi Sherif, El-Sayed M. Kumar, Ashish

2024
artykuł w czasopiśmie
Residual life estimation of healthy and cracked composite beam using experimental and numerical modal analysis methods

Gedela Ramprasad Shinigam Ramakrishna

2020
artykuł w czasopiśmie
Optimizing stabilizer mixes for solidification of heavy metal-laden sludge from electroplating industry wastewater: A comprehensive study on operational parameters and microstructural analysis

Lumina, Pushpa Kulkarni, Megha Khan, Mohammad Amir Alsubih, Majed Islam, Saiful Abdulhadi, Ahmed M. Mendhe, Vaishali

2025
artykuł w czasopiśmie
Residual life estimation of structural beam using experimental and numerical modal analysis methods

Ganda Anand Siva Shinigam Ramakrishna

2020
artykuł w czasopiśmie
Investigate the impact of response reduction factors and height-to-depth ratio on seismic performance metrics in the elevated storage tank

Nandurkar, Bhupesh Agrawal, Dhiraj Asiri, Abdullah Naser M. Hinge, Pawan Biswas, Tinku Malik, Sheela Ansari, Khalid Islam, Saiful

2025
artykuł w czasopiśmie
More
×

Citation

Citation style:

Contact details

Address

Biblioteka Politechniki Koszalińskiej ul. Racławicka 15-17 75-620 Koszalin

Phone

(+48) 94 34 78 455

E-Mail

dlibra@tu.koszalin.pl

Visit us!

This page uses 'cookies'. More information