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Amit Kanvinde
Amit Kanvinde
UC Davis
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Cited by
Cited by
Year
The void growth model and the stress modified critical strain model to predict ductile fracture in structural steels
AM Kanvinde, GG Deierlein
Journal of Structural Engineering 132 (12), 1907-1918, 2006
3732006
Cyclic void growth model to assess ductile fracture initiation in structural steels due to ultra low cycle fatigue
AM Kanvinde, GG Deierlein
Journal of engineering mechanics 133 (6), 701-712, 2007
3612007
Experimental investigation of inelastic cyclic buckling and fracture of steel braces
BV Fell, AM Kanvinde, GG Deierlein, AT Myers
Journal of structural engineering 135 (1), 19-32, 2009
2532009
Micromechanical simulation of earthquake-induced fracture in steel structures
AM Kanvinde
Stanford University, 2004
2332004
Prediction of ductile fracture in steel connections using SMCS criterion
WM Chi, AM Kanvinde, GG Deierlein
Journal of structural engineering 132 (2), 171-181, 2006
1662006
Rotational stiffness of exposed column base connections: Experiments and analytical models
AM Kanvinde, DA Grilli, F Zareian
Journal of structural engineering 138 (5), 549-560, 2012
1342012
Testing and probabilistic simulation of ductile fracture initiation in structural steel components and weldments
AT Myers
Stanford University, 2009
1212009
Exposed column base connections subjected to axial compression and flexure
I Gomez, A Kanvinde, GG Deierlein
AISC, Chicago 257, 2010
1072010
Effect of column-base flexibility on the seismic response and safety of steel moment-resisting frames
F Zareian, A Kanvinde
Earthquake Spectra 29 (4), 1537-1559, 2013
872013
A stress-weighted damage model for ductile fracture initiation in structural steel under cyclic loading and generalized stress states
CM Smith, GG Deierlein, AM Kanvinde
Technical Rep 187, 2014
812014
Finite-element simulation of ductile fracture in reduced section pull-plates using micromechanics-based fracture models
AM Kanvinde, GG Deierlein
Journal of Structural Engineering 133 (5), 656-664, 2007
802007
Effect of weld details on the ductility of steel column baseplate connections
AT Myers, AM Kanvinde, GG Deierlein, BV Fell
Journal of Constructional Steel Research 65 (6), 1366-1373, 2009
742009
Predicting fracture in civil engineering steel structures: State of the art
A Kanvinde
Journal of Structural engineering 143 (3), 03116001, 2017
722017
Exposed column base plate connections in moment frames—Simulations and behavioral insights
AM Kanvinde, SJ Jordan, RJ Cooke
Journal of Constructional Steel Research 84, 82-93, 2013
692013
Predicting fracture in structural fillet welds using traditional and micromechanical fracture models
AM Kanvinde, BV Fell, IR Gomez, M Roberts
Engineering Structures 30 (11), 3325-3335, 2008
692008
Validation of cyclic void growth model for fracture initiation in blunt notch and dogbone steel specimens
AM Kanvinde, GG Deierlein
Journal of Structural Engineering 134 (9), 1528-1537, 2008
652008
Hysteretic model for exposed column–base connections
PT Rodas, F Zareian, A Kanvinde
Journal of Structural Engineering 142 (12), 04016137, 2016
582016
Buckling and fracture of concentric braces under inelastic cyclic loading
BV Fell, AM Kanvinde, GG Deierlein, AT Myers, X Fu
Structural Steel Education Council, Steel Tips 94, 2006
582006
Calibration of the SMCS criterion for ductile fracture in steels: Specimen size dependence and parameter assessment
AT Myers, AM Kanvinde, GG Deierlein
Journal of engineering mechanics 136 (11), 1401-1410, 2010
522010
Seismic performance of embedded column base connections subjected to axial and lateral loads
D Grilli, R Jones, A Kanvinde
Journal of Structural Engineering 143 (5), 04017010, 2017
512017
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