UGC Approved Journal no 63975(19)
New UGC Peer-Reviewed Rules

ISSN: 2349-5162 | ESTD Year : 2014
Volume 13 | Issue 3 | March 2026

JETIREXPLORE- Search Thousands of research papers



WhatsApp Contact
Click Here

Published in:

Volume 11 Issue 6
June-2024
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

7.95 impact factor calculated by Google scholar

Unique Identifier

Published Paper ID:
JETIR2406955


Registration ID:
544025

Page Number

j521-j540

Share This Article


Jetir RMS

Title

ANALYSIS OF NANO CONCRETE IN PERFORMANCE OF POST TENSION SLAB

Abstract

Abstract : In recent times nanotechnology has given rise to new wave of material science in construction industry. Strength and durability of PT slabs play major role in buildings construction, which in turn can improved by using Nano-concrete in PT slabs. In this research study, an effort is made for the study of structural performance of post- tensioned concrete slabs manufactured using Nano-concrete (Post-Tensioned Nano- concrete Slab). To study structural behavior firstly the theoretical modeling of Post- Tensioned Nano-concrete slab is created by using ANSYS Workbench 19.2. By interchanging properties of concrete to Nano-concrete properties finite element analysis of Nano-concrete slabs is carried out and then comparison between ordinary PT slab and Nano- concrete PT slab is carried out for load deflection characteristics. After finite element analysis actual experimental investigation is performed to study actual behavior of Nano-concrete PT slab. In this thesis Nano-concrete containing graphene (0.03% of cement) and Nano-silica (2.5% of cement) is used as material for PT slab. PT slabs are tested as per IS method. From the results obtained from finite element analysis and experimental investigation, graph is plotted between load v/s deformations in sleeper. Results of both experimental tests as well as FEM analysis show better results in Nano-concrete PT slab than conventional PT slab. Results shows higher load carrying capacity in Nano-concrete PT slab than conventional PT slab. Also, Nano- concrete PT slab has higher yield deflection than Conventional PT Slab

Key Words

Finite Element Modeling; Graphene; Nano-concrete; Nano-silica; Post- Tensioned Concrete slab; Post-Tensioned Nano-concrete slab.

Cite This Article

"ANALYSIS OF NANO CONCRETE IN PERFORMANCE OF POST TENSION SLAB", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.11, Issue 6, page no.j521-j540, June-2024, Available :http://www.jetir.org/papers/JETIR2406955.pdf

ISSN


2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"ANALYSIS OF NANO CONCRETE IN PERFORMANCE OF POST TENSION SLAB", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.11, Issue 6, page no. ppj521-j540, June-2024, Available at : http://www.jetir.org/papers/JETIR2406955.pdf

Publication Details

Published Paper ID: JETIR2406955
Registration ID: 544025
Published In: Volume 11 | Issue 6 | Year June-2024
DOI (Digital Object Identifier):
Page No: j521-j540
Country: Buldhana, Maharashtra, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


Preview This Article


Downlaod

Click here for Article Preview

Download PDF

Downloads

000277

Print This Page

Current Call For Paper

Jetir RMS