analysis of jacketed reinforced concrete column

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1. Project Title: Analysis of Jacketed Reinforced Concrete Column Subjected to Uni-Axial Load & Bi-Axial Load .Abstract Jacketing of reinforced concrete column is to target the improvement of local vulnerabilities in columns related to inadequate strength (compressive & Flexural) or poor ductility. Theoretical analysis have been carried out in the present study for different column sections of jacket thickness of 50 mm and 100mm and 150 mm for jacketed RC columns subjected to uni-axial compressive loading. The uni-axial load carrying capacity along the major axes has been carried out under balanced section condition. Nonlinear finite element analysis has been carried out for the jacketed RC columns to compare the confined concrete strength (fcc) of finite element analysis with that of theoretical analysis, to plot the variation of stresses at the central core concrete and at the interface of old and new concrete. Considerations have been given for variations in the properties of different types concretes used in the jacket and the original column. In order to find out the increase in the confined capacity of jacketed columns due to strengthening with respect to original column, theoretical analysis has been carried out. The biaxial load is computed by using Bresler’s reciprocal load equation. The concentric load carrying capacities have been carried out based on the sheikh and Uzumeri’s confined concrete model. The uni-axial load carrying capacity along both the axes (major and minor) has been carried out under balanced section condition. ANSYS is used for the FEA analysis. Project Intent: 1. Understand the concept of R.C.C & FRP jacketed on RC.C. 2. Simulate FEA of R.C.C jacketed with FRP and evaluate the stress.

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Analysis of Jacketed Reinforced Concrete Column

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Page 1: Analysis of Jacketed Reinforced Concrete Column

1. Project Title:   Analysis of Jacketed Reinforced Concrete Column Subjected to Uni-Axial Load & Bi-Axial Load

.AbstractJacketing of reinforced concrete column is to target the improvement of local vulnerabilities in columns related to

inadequate strength (compressive & Flexural) or poor ductility. Theoretical analysis have been carried out in the

present study for different column sections of jacket thickness of 50 mm and 100mm and 150 mm for jacketed RC

columns subjected to uni-axial compressive loading.

The uni-axial load carrying capacity along the major axes has been carried out under balanced section condition.

Nonlinear finite element analysis has been carried out for the jacketed RC columns to compare the confined

concrete strength (fcc) of finite element analysis with that of theoretical analysis, to plot the variation of stresses at

the central core concrete and at the interface of old and new concrete. Considerations have been given for

variations in the properties of different types concretes used in the jacket and the original column.

In order to find out the increase in the confined capacity of jacketed columns due to strengthening with respect to

original column, theoretical analysis has been carried out.

The biaxial load is computed by using Bresler’s reciprocal load equation. The concentric load carrying capacities

have been carried out based on the sheikh and Uzumeri’s confined concrete model. The uni-axial load carrying

capacity along both the axes (major and minor) has been carried out under balanced section condition. ANSYS is

used for the FEA analysis.

Project Intent:

1. Understand the concept of R.C.C & FRP jacketed on RC.C.

2. Simulate FEA of R.C.C jacketed with FRP and evaluate the stress.

3. Analysis of for uni-axial & Bi-axial loading condition

Scope of project:

The Scope of Work is as detailed below,

1. Problem study & input data finalization

1. Concept study of R.C.C Jacketed with FRP subjected to uni-axial & Bi-axial loading condition.

2. Comparative study of R.C.C with different thickness.

3. 3d model generation of the sample model using ANSYS

4. FEM Analysis:

a. Static Structural Analysis

5. Project documentation with plots/sketches & result study observation

Page 2: Analysis of Jacketed Reinforced Concrete Column

Input Details:The Input Details provides are,

Basic geometry & specifications of sample model

Theory reference for R.C. column loaded uni-axial and biaxial position

Material Specification:…..

o Density:…..

o Tensile Strength: ……

o Young's Modulus:……

o Poisson's Ratio:…..

Other loads:……

FEA of Jacketed Reinforced Concrete Column Subjected to Uni-Axial Load

What you learn? & what you do?

Jacketed Reinforced Concrete Column Subjected to Uni-Axial Load & importance of it

3d Modelling using ANSYS as per industry standards

FEA with ANSYS – Nonlinear Structural Analysis

Project Report Documentation

Methodology

Modelling in ANSYS using top down method.

Selection of suitable material properties for both concrete and reinforcement, also

Selection of suitable elements from ANSYS element library.

Meshing of the structure using different mesh methods.

Once meshing is completed, solving the problems using appropriate loads and boundary

conditions.

Obtaining the result and plotting in ANSYS postprocessor