TY  - BOOK
AU  - Soni, Apurva (PT400314)
AU  - Gajjar, R. K. (Guide)
TI  - Prediction models for M-Q curves of semi rigid connections  (Also available on CD)
U1  - SD TH-0208 
PY  - 2018///
N1  - CONTENTS
Abstract    ix
Acknowledgement    xi
Contents    xiii
List of Tables    xvi
List of Figures    xviii
List of Abbreviations    xx
1. Introduction    1
Types of Connections    1
1.1.1. Rigid Connections    1
1.1.2. Simple Connections    1
1.1.3. Semi-Rigid Connections    2
Analysis of Steel Frames    2
Types of Semi rigid connection    4
1.3.1. Single Web Angle Connection    4
1.3.2. Double Web Angle Connection    4
1.3.3. Top & Seat Angle Connection     5
1.3.4. Top & Seat Double Web Angle Connection    6
1.3.5. Header Plate Connection    7
1.3.6. Flush End Plate Connection   7
1.3.7. Extended End Plate Connection    7
Objective of the Study    7
2. Literature Review    9
3. Connection Classification    13
Eurocode 3 Classification    
3.1.1. Classification by Stiffness    14
3.1.2. Classification by Strength    15
AISC classification    16
Bjorhovde’s Classification    18
4. Prediction Models    19
Frye Morris Polynomial Model    19
Attiogbe & Morris Model    21
Kishi & Chen Model    23
Prabha Model (Modified Frye-Morris Model)    24
5. Finite Element Analysis    27
Experimental Data    27
Finite Element Analysis    29
5.2.1. Geometry formation    29
5.2.2. CAD to ANSYS transfer    29
5.2.3. ANSYS    30
6. Comparision Of Prediction Models    39
Observations    39
7. Conclusion    41
Future Scope    41
8. References    43
9. Appendix 1    45
Units    45
Model    45
9.2.1. Geometry    45
9.2.2. Parts    46
9.2.3. Coordinate Systems    47
9.2.4. Connections    48
9.2.5. Contacts   48
9.2.6. Contact Tools   48
9.2.7. Contact Tool    49
9.2.8. Mesh    57
9.2.9. Mesh Controls    58
Static Structural   59
9.3.1. Analysis   59
9.3.2. Analysis Settings   59
9.3.3. Loads   60
9.3.4. Solution    61
9.3.5. Solution Information    61
Material Data    63
9.4.1. Bolts 4.6   63
9.4.2. Fe250     63


ER  -