ON THE EFFECTS OF CIRCULAR BOLT PATTERNS ON THE ...

More documents

Recommendations

Info

[68] Kiamanesh R., Abolmaali A., and Ghammemieh M., “The Effect of Stiffeners on the Strain Patterns of the Welded Connection Zone”, Journal of Constructional Steel Research, (2010), 66(1), 19-27. [69] Ghobadi M. S., Mazroi A., Ghassemieh M.. “Cyclic Response Characteristics of Retrofitted Moment Resisting Connection”, Journal of Constructional Steel Research (2008); 65(3): [70] ABAQUS Version 6.8-2 User’s Manual, Hibbit, Carlson &Sorensen Inc., Michigan; 2008. [71] Doghri I., Benallal A., Billardon r., “An Integration Algorithm and the Corresponding Consistent Tangent Operator for Fully Coupled Elastoplastic and Damage Equations”, Communications in Applied Numerical Methods, (1988); (4):731-40 [72] American Institute of Steel Construction. “Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications” Chicago, IL, December-2005. [73] AISC (2002), Load and resistance factor design specification for structural steel building, American Institute of Steel Construction, Chicago, IL. [74] FEMA recommended seismic design criteria new steel moment frame building, Report no. FEMA- 350. Federal Emergency Management Agency; 2000. 269
BIOGRAGHICAL INFORMATI<strong>ON</strong> Roozbeh Kiamanesh earned his first B.S in 2001 in Construction Engineering from University of Tehran Science and Technology. He pursued his second B.S in Civil Engineering in 2005 and M.S in Structural Engineering both from University of Oklahoma (OU). Then he was admitted in Ph.D. program of the University of Texas at Arlington in fall 2007 and got his Ph.D. in summer 2011 in Applied Mechanics in Structural Engineering. During his undergraduate and graduate studies he published three papers in journals and international conferences in different fields of his study. He has years of teaching experience in almost all of the structural engineering courses in undergraduate and graduate level. Currently, he has accepted an offer from Bell Helicopter as a senior design engineer and he will join the aerospace industry prior to his graduation. 270
Page 1 and 2:
ON THE EFFECTS OF CIRCULAR BOLT PAT
Page 3 and 4:
ACKNOWLEDGMENTS I would like to exp
Page 5 and 6:
elements during monotonic and cycli
Page 7 and 8:
3.2.3.1.2 Surface Preparation .....
Page 9 and 10:
APPENDIX ..........................
Page 11 and 12:
3-15 Configuration Of Extended End-
Page 13 and 14:
5-10 Comparison Of The Predicted Vs
Page 15 and 16:
6-18 End-Plate Deformation Of (a) T
Page 17 and 18:
6-4 Energy Dissipation Percentage V
Page 19 and 20:
(a) (b) (c) . Figure 1-1 Failure Mo
Page 21 and 22:
noticeable. Among those, Asteneh-as
Page 23 and 24:
phenomenon will decrease the bolt-f
Page 25 and 26:
Douty and McGuire [3] (1965) conduc
Page 27 and 28:
Tsai and Popov [33] performed three
Page 29 and 30:
plate moment connection can be use
Page 31 and 32:
during moderate earthquake excitati
Page 33 and 34:
Gebbeken et al.[56] used the finite
Page 35 and 36:
load overcomes the pretension force
Page 37 and 38:
Figure 2-3 Tension Angle Free-Body
Page 39 and 40:
CHAPTER 3 3. EXPERIMENTAL INVESTIGA
Page 41 and 42:
compared with results collected fro
Page 43 and 44:
Figure 3-5 Deformed Shape Of The T-
Page 45 and 46:
head. Two varnished copper wires we
Page 47 and 48:
Figure 3-8 Schematic Drawing Of The
Page 49 and 50:
3.2.4 Test Setup The 400K compressi
Page 51 and 52:
The instrumented bolts were connect
Page 53 and 54:
Figure 3-14 Applied Force Vs. Flang
Page 55 and 56:
describing the configuration of the
Page 57 and 58:
column flange by one row of ¾ in.
Page 59 and 60:
prevent out-of-plane buckling of th
Page 61 and 62:
Figure 3-20(c) shows the test instr
Page 63 and 64:
Element Washer Bolt Line Number Tab
Page 65 and 66:
modulus and the rate at which the h
Page 67 and 68:
(a) (b) (c) Figure 4-3 Contacts In
Page 69 and 70:
Bolt Force (kip) 0 2 4 (mm) 6 8 Fig
Page 71 and 72:
It can be seen from the results pre
Page 73 and 74:
a very early stage of loading with
Page 75 and 76:
Moment (kip.ft) 300 200 100 0 -100
Page 77 and 78:
Figure 4-17 Failure Of Bolts In The
Page 79 and 80:
geometrical configuration of bolt h
Page 81 and 82:
Figure 4-23 Failure Of The Angle Du
Page 83 and 84:
CHAPTER 5 5. DEVELOPMENT OF HYSTERE
Page 85 and 86:
The schematic comparison of the pro
Page 87 and 88:
Bolt-4 Bolt-5 Bolt-3 End-Plate Bolt
Page 89 and 90:
The analyses were conducted by appl
Page 91 and 92:
Figure 5-5 Schematic Drawing Of The
Page 93 and 94:
F G Figure 5-6 Tri-Linear Hysteresi
Page 95 and 96:
simulate the hysteresis characteris
Page 97:
Table 5-5 Continued 80
Page 104:
Table 5-7 Summary Of The Results An
Page 109 and 110:
Section 5-6-3-4 Figure 5-7 Section
Page 111 and 112:
These techniques yield information
Page 113 and 114:
2 A value of R 1 implies that S is
Page 115 and 116:
(kip.ft) Figure 5-9 Comparison Of T
Page 117 and 118:
M e . .t . .A . .S . (5-17) The p
Page 119 and 120:
Figure 5-16 Comparison Of The Predi
Page 121 and 122:
(ksi) Figure 5-19 Comparison Of The
Page 123 and 124:
(ksi) Figure 5-22 Comparison Of The
Page 125 and 126:
CHAPTER 6 6. DISCUSSION OF THE RESU
Page 127 and 128:
Table 6-2 Energy Dissipation Percen
Page 129 and 130:
espectively. While in similar model
Page 131 and 132:
Moment (kip.ft) 900 450 0 ‐450
Page 133 and 134:
Models Tp1½-Bd½-d30, Tp1-Bd½-d30
Page 135 and 136:
a) Tp½-Bd1¼-d30-CIR 140 Bolt Forc
Page 137 and 138:
a) Tp1½-Bd1¼-d30-CIR 140 Bolt For
Page 139 and 140:
a) Tp1½-Bd½-d30-CIR 25 Bolt Force
Page 141 and 142:
This phenomenon is attributed to th
Page 143 and 144:
6.5 Bolt-Force Variation Under Cycl
Page 145 and 146:
a) Tp1.0-Bd1¼-d30- 140 Bolt Force
Page 147 and 148:
a) Tp½-Bd½-d30- 25 Bolt Force (ki
Page 149 and 150:
a) Tp¾-Bd¾-d30- 60 Bolt Force (ki
Page 151 and 152:
configurations of the finite elemen
Page 153 and 154:
Circular Bolt Pattern Square Bolt P
Page 155 and 156:
0.15 0.3 0.45 0.6 0.75 (a) (b) Figu
Page 157 and 158:
initial stiffness of the connection
Page 159 and 160:
parameters is recommended to study
Page 161 and 162:
The relation between applied torque
Page 163 and 164:
146 Table B-1 Test Matrix of the Co
Page 165 and 166:
Table B-3Test Matrix of the Connect
Page 167 and 168:
The hysteresis results obtained fro
Page 169 and 170:
Moment (kip.ft) 1500 1000 500 0 -2%
Page 171 and 172:
Moment (kip.ft) 1500 1000 500 0 ‐
Page 173 and 174:
Moment (kip.ft) 1500 1000 500 0 ‐
Page 175 and 176:
Moment (kip.ft) Figure C-22 Compari
Page 177 and 178:
Moment (kip.ft) ‐2% ‐1% 0% 1% 2
Page 179 and 180:
Page 181 and 182:
Page 183 and 184:
Moment (kip.ft) ‐1.5% ‐1.0% ‐
Page 185 and 186:
Moment (kip.ft) ‐1.5% ‐1.0% ‐
Page 187 and 188:
Moment (kip.ft) ‐1.5% ‐1.0% ‐
Page 189 and 190:
Moment (kip.ft) 1000 750 500 250 0
Page 191 and 192:
Page 193 and 194:
Page 195 and 196:
Moment (kip.ft) 2000 1500 1000 500
Page 197 and 198:
Page 199 and 200:
Moment (kip.ft) 1500 1000 500 0 ‐
Page 201 and 202:
The hysteresis results obtained fro
Page 203 and 204:
Moment (kip.ft) 2000 1500 1000 500
Page 205 and 206:
Moment (kip.ft) -2% -1% 0% 1% 2% -5
Page 207 and 208:
Moment (kip.ft) -2% -1% 0% 1% 2% -5
Page 209 and 210:
Moment (kip.ft) -2% -1% 0% 1% 2% -5
Page 211 and 212:
Moment (kip.ft) -2% -1% 0% 1% 2% -5
Page 213 and 214:
Moment (kip.ft) Figure D-34 Compari
Page 215 and 216:
Moment (kip.ft) 900 600 300 0 -2% -
Page 217 and 218:
Moment (kip.ft) ‐1.5% ‐1.0% ‐
Page 219 and 220:
Moment (kip.ft) ‐1.5% ‐1.0% ‐
Page 221 and 222:
Page 223 and 224:
Page 225 and 226:
Moment (kip.ft) ‐1.5% ‐1.0% ‐
Page 227 and 228:
Moment (kip.ft) ‐1.5% ‐1.0% ‐
Page 229 and 230:
Moment (kip.ft) 1500 1000 500 0 ‐
Page 231 and 232:
Moment (kip.ft) 1500 1000 500 0 ‐
Page 233 and 234:
The simulated tri-linear hysteresis
Page 235 and 236: Moment (kip.ft) 1500 1000 500 0 -2%
Page 237 and 238: Moment (kip.ft) -2% -1% 0% 1% 2% -5
Page 239 and 240: Moment (kip.ft) 1500 1000 500 0 -2%
Page 245 and 246: Moment (kip.ft) Figure E-34 Compari
Page 247 and 248: Moment (kip.ft) 900 600 300 0 -2% -
Page 253 and 254: Moment (kip.ft) Figure E-58 Compari
Page 259 and 260: Moment (kip.ft) 2000 1500 1000 500
Page 263 and 264: The statistical parameters used dur
Page 265 and 266: 248
Page 267 and 268: 250
Page 269 and 270: 252
Page 271 and 272: 254
Page 273 and 274: 256
Page 275 and 276: 258
Page 277 and 278: 260
Page 279 and 280: 262
Page 281 and 282: [11] Morrison, S. J., Astaneh-Asl,
Page 283 and 284: [33] Tsai K. C., Popov E. P. (1990)
Page 285: [56] Gebbeken, N., Rothert, H., and
show all

ON THE EFFECTS OF CIRCULAR BOLT PATTERNS ON THE ...

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?