Non-Linear Analysis of Blast Resistant Structure.

1. A
PRESENTATION
ON
Non-Linear Analysis of RC Front Wall having Single Degree
of Freedom under Blast Loading
PRESENTED BY:
Kavita Singh
Assistant Professor
ITM Vocational University, Vadodara
kavitas@itmvu.in
CRITICAL REVIEW OF INDIAN CODAL PROVISIONS FOR BLAST RESISTANT BUILDINGS 1

2. CONTENT
q INTRODUCTION
q AIM AND OBJECTIVE OF THE STUDY
q LITERATURE REVIEW
q NATURAL TIME PERIOD
q SPREADSHEET FOR THE SDOF SYSTEM
q VALIDATION OF THE SPREADSHEET
q NON-LINEAR ANALYSIS OF WALL
q CONCLUSIONS
q REFERENCES
CRITICAL REVIEW OF INDIAN CODAL PROVISIONS FOR BLAST RESISTANT BUILDINGS,ICRISET-2017 2

3. INTRODUCTION
CRITICAL REVIEW OF INDIAN CODAL PROVISIONS FOR BLAST RESISTANT BUILDINGS,ICRISET-2017 3
Fig.1 Images of Blast

4. TYPES OF EXPLOSION
1. UNCONFINED EXPLOSION
2. CONFINED EXPLOSION
CRITICAL REVIEW OF INDIAN CODAL PROVISIONS FOR BLAST RESISTANT BUILDINGS,ICRISET-2017 4
FREE AIR BURST
EXPLOSION
AIR BURST EXPLOSION SURFACE BURST
EXPLOSION
Fig.2 Types of Unconfined Explosion

5. CRITICAL REVIEW OF INDIAN CODAL PROVISIONS FOR BLAST RESISTANT BUILDINGS,ICRISET-2017 5
FULLY VENTED
EXPLOSION
PARTIALLY VENTED
EXPLOSION
FULLY CONFINED
EXPLOSION
Fig.3 Types of Confined Explosion

6. PRESSURE-TIME CURVE
CRITICAL REVIEW OF INDIAN CODAL PROVISIONS FOR BLAST RESISTANT BUILDINGS,ICRISET-2017 6
Fig.4 Pressure-Time Curve

7. CLASSIFICATION OF BUILDING
FROM BLAST CONSIDERATION
DIFFRACTION TYPE STRUCTURE DRAG TYPE STRUCTURE
CRITICAL REVIEW OF INDIAN CODAL PROVISIONS FOR BLAST RESISTANT BUILDINGS,ICRISET-2017 7
Fig.5(a) Diffraction Type Structure Fig. 5(b) Drag Type Structure

8. CRITICAL REVIEW OF INDIAN CODAL PROVISIONS FOR BLAST RESISTANT BUILDINGS,ICRISET-2017 8
Fig.6 Blast Load Phenomena on Structure

9. AIM OF THE STUDY
To review the specification IS:4991-1968 in comparison with
other norms available to provide inputs required for the up
gradation of IS norm under current scenario of blasts.
CRITICAL REVIEW OF INDIAN CODAL PROVISIONS FOR BLAST RESISTANT BUILDINGS,ICRISET-2017 9

10. OBJECTIVE OF THE STUDY
1. To calculate natural time period of blast loading through analysing, calculating and
comparing the following parameters:
q Comparison of Indian standards with other available standards.
q Study and evaluation of transformation factors.
q Evaluation of Biggs Shape Functions for elastic and plastic range.
2. To provide the spreadsheet for the single storey building to make the analysis simple.
3. To do non-linear analysis of RC Front wall having single degree of freedom system.
CRITICAL REVIEW OF INDIAN CODAL PROVISIONS FOR BLAST RESISTANT BUILDINGS,ICRISET-2017 10