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Table of Contents :: Introduction :: Objectives :: Pop Bottle Bridge :: Test Arrangements :: Numerical Model :: Results :: Discussion :: Conclusions :: Appendices

Report No. B1660A/V16/R03
May 2004
Cintec International
Cintec House
11 Goldtops
NEWPORT
NP20 4PH

C O N T E N T S

1. INTRODUCTION

2. OBJECTIVES

3. POP BOTTLE BRIDGE

4. TEST ARRANGEMENTS

4.1 Overview

4.2 Instrumentation

4.2.1 Displacement Measurements
4.2.2 Intrados Strain Measurement
4.2.3 Crack Monitoring
4.2.4 Anchor Instrumentation

4.3 Loading

5. NUMERICAL MODEL

6. RESULTS

6.1 Tests

6.1.1 Vertical Displacement
6.1.2 Crack Monitoring
6.1.3 Intrados Strains
6.1.4 Anchor Strains

6.2 Predicted

7. DISCUSSION

7.1 Comparison of Test Results

7.1.1 Crack Monitoring
7.1.2 Intrados Strains

7.2 Comparison of Predicted and Test Results

7.2.1 Intrados Strains
7.2.2 Anchor strains

8. CONCLUSIONS

APPENDICES

A GA of Pop Bottle Bridge

B Detail of Archtec Strengthening

C Arrangement of Instrumentation

D Test Load Positions

Cintec International

Cintec House
11 Goldtops
NEWPORT
NP20 4PH

Gifford And Partners Ltd

Carlton House
Ringwood Road
Woodlands
Southampton
SO40 7HT