Statistical Analysis of Structural Plate Mechanical Properties (Part 1)

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STATISTICAL ANALYSIS OF STRUCTURAL PLATE MECHANICAL PROPERTIES FINAL REPORT Prepared for American Iron and Steel Institute Somchat Suwan Lance Manuel Karl H. Frank Department of Civil Engineering The University of Texas at Austin January 16, 2003
Acknowledgement This work was sponsored by the American Iron and Steel Institute (AISI) and was performed for the AISI Technical Committee on Plates. ii
Page 4 and 5: FORWARD This work was sponsored by
Page 6 and 7: TABLE OF CONTENTS Chapter Page CHAP
Page 8 and 9: CHAPTER 1 INTRODUCTION 1.1 INTRODUC
Page 10 and 11: CHAPTER 2 DATA DESCRIPTION AND PREP
Page 12 and 13: 2.1.2 THE 2-MILL GROUP Due to the f
Page 14 and 15: It can be observed from Figure 2.2
Page 16 and 17: 2.3 PROPERTIES TO BE STUDIED In the
Page 18 and 19: understand the significance of the
Page 20 and 21: 3.1.1 ORGANIZED DATA FROM THE 4-MIL
Page 22 and 23: Table 3.4: Raw Data on Carbon Equiv
Page 24 and 25: carbon equivalent values measured w
Page 26 and 27: CE vs. Tensile Strength 95 90 85 A5
Page 28 and 29: 100 95 90 A572: y = 52.667x + 57.62

Statistical Analysis of Structural Plate Mechanical Properties (Part 1)

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