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PRJ-3394 | Collaborative Research: Simulating Crack Propagation in Steel Structures Under Ultra-Low Cycle Fatigue and Low-Triaxiality Loading from Earthquakes and Other Hazards
PI
Co-PIs
Project Type
Experimental
Natural Hazard Type(s)
Earthquake
Facilities
Awards
Collaborative Research: Simulating Crack Propagation in Steel Structures Under Ultra-Low Cycle Fatigue and Low-Triaxiality Loading from Earthquakes and Other Hazards | NSF CMMI 1635043
Keywords
steel, ductile fracture, crack, propagation
|
Description:
Experimental test data from this project has been used to develop, calibrate and validate computational models to simulate ductile crack initiation and propagation in steel structures under ultra-low cycle fatigues. The resulting models can be used in fundamental and applied research to evaluate earthquake-induced fracture limit states in steel structures. The experimental test data can be used by researchers to calibrate and validate alternate computational models, which they have developed.
Experiment | Blunt Notch Experiments
Cite This Data:
Ziccarelli, A., G. Deierlein, A. Kanvinde (2022). "Blunt Notch Experiments", in Collaborative Research: Simulating Crack Propagation in Steel Structures Under Ultra-Low Cycle Fatigue and Low-Triaxiality Loading from Earthquakes and Other Hazards. DesignSafe-CI. https://doi.org/10.17603/ds2-j5c7-5h69
View Data
Author(s)
; ;
Facility
Blume Earthquake Engineering Center, Stanford University
Experiment Type
Small-Scale
Equipment Type
22-kip Load Frame
Date of Experiment
2020-03-01 ― 2021-04-21
Date Published
2022-02-19
DOI
10.17603/ds2-j5c7-5h69
License
Open Data Commons Attribution
Description:
Blunt notch specimens tested for calibration of fracture model parameters.
Report | Blunt Notch Report
Description:
A report on the results of the Blunt Notch experiments can be found on pages 122-132 of Ziccarelli (2021).
Ziccarelli, A., G. Deierlein, A. Kanvinde (2022). "Cylindrical Tension Coupons", in Collaborative Research: Simulating Crack Propagation in Steel Structures Under Ultra-Low Cycle Fatigue and Low-Triaxiality Loading from Earthquakes and Other Hazards. DesignSafe-CI. https://doi.org/10.17603/ds2-dbzm-t475
View Data
Author(s)
; ;
Facility
Blume Earthquake Engineering Center, Stanford University
Experiment Type
Small-Scale
Equipment Type
22-kip Load Frame
Date of Experiment
2019-09-13 ― 2019-09-19
Date Published
2022-02-19
DOI
10.17603/ds2-dbzm-t475
License
Open Data Commons Attribution
Description:
Monotonic 0.5-inch diameter cylindrical tension coupons, tested to obtain stress-strain data for steel used in experiments.
Report | Cylindrical Tension Coupon Report
Description:
A report on the results of the Cylindrical Tension experiments can be found on pages 80-84 of Ziccarelli (2021).
File Name
Model Configuration | Cylindrical Tension Coupon Geometry
Description:
Description of the Cylindrical Tension coupons can be found on pages 80-84 of Ziccarelli (2021).
File Name
Sensor Information | Cylindrical Tension Coupon Sensor Information
Description:
Description of the Cylindrical Tension coupon sensor information can be found on pages 80-84 of Ziccarelli (2021).
File Name
Event | Cylindrical Tension Coupon Photos
Description:
(N/A)
File Name
Event | Cylindrical Tension Coupon Specimens
Description:
(N/A)
File Name
Experiment | Grooved Plate Experiments
Cite This Data:
Ziccarelli, A., G. Deierlein, A. Kanvinde (2022). "Grooved Plate Experiments", in Collaborative Research: Simulating Crack Propagation in Steel Structures Under Ultra-Low Cycle Fatigue and Low-Triaxiality Loading from Earthquakes and Other Hazards. DesignSafe-CI. https://doi.org/10.17603/ds2-e73f-j037
View Data
Author(s)
; ;
Facility
Blume Earthquake Engineering Center, Stanford University
Experiment Type
Small-Scale
Equipment Type
22-kip Load Frame
Date of Experiment
2020-07-13 ― 2020-07-14
Date Published
2022-02-19
DOI
10.17603/ds2-e73f-j037
License
Open Data Commons Attribution
Description:
Monotonic testing of grooved plate specimens for calibration of fracture model parameters.
Report | Grooved Plate Report
Description:
A report on the results of the Grooved Plate experiments can be found on pages 111-116 of Ziccarelli (2021).
Ziccarelli, A., G. Deierlein, A. Kanvinde (2022). "Cylindrical Notched Tension Experiments", in Collaborative Research: Simulating Crack Propagation in Steel Structures Under Ultra-Low Cycle Fatigue and Low-Triaxiality Loading from Earthquakes and Other Hazards. DesignSafe-CI. https://doi.org/10.17603/ds2-17he-bk37
View Data
Author(s)
; ;
Facility
Blume Earthquake Engineering Center, Stanford University
Experiment Type
Small-Scale
Equipment Type
22-kip Load Frame
Date of Experiment
2019-08-28 ― 2019-12-19
Date Published
2022-02-19
DOI
10.17603/ds2-17he-bk37
License
Open Data Commons Attribution
Description:
Notched bar specimens under monotonic and cyclic loading protocols for calibration of fracture model.
Report | Cylindrical Notched Tension Report
Description:
A report on the results of the Cylindrical Notched Tension experiments can be found on pages 100-111 of Ziccarelli (2021).
File Name
Analysis | Cylindrical Notched Tension Finite Element Model
Ziccarelli, A., G. Deierlein, A. Kanvinde (2022). "Compact Tension Experiments", in Collaborative Research: Simulating Crack Propagation in Steel Structures Under Ultra-Low Cycle Fatigue and Low-Triaxiality Loading from Earthquakes and Other Hazards. DesignSafe-CI. https://doi.org/10.17603/ds2-16g2-1d13
View Data
Author(s)
; ;
Facility
Blume Earthquake Engineering Center, Stanford University
Experiment Type
Small-Scale
Equipment Type
22-kip and 200-kip Load Frames
Date of Experiment
2019-11-22 ― 2021-01-28
Date Published
2022-02-19
DOI
10.17603/ds2-16g2-1d13
License
Open Data Commons Attribution
Description:
Compact tension specimens for calibration of crack propagation model.
Report | 3T Compact Tension Report
Description:
A report on the results of the 3T Compact Tension experiments can be found on pages 122-125 of Ziccarelli (2021).
File Name
Report | 1T Compact Tension Report
Description:
A report on the results of the 1T Compact Tension experiments can be found on pages 115-121 of Ziccarelli (2021).
File Name
Analysis | 3T Compact Tension Finite Element Model
Ziccarelli, A., G. Deierlein, A. Kanvinde (2022). "Blind Prediction Experiments", in Collaborative Research: Simulating Crack Propagation in Steel Structures Under Ultra-Low Cycle Fatigue and Low-Triaxiality Loading from Earthquakes and Other Hazards. DesignSafe-CI. https://doi.org/10.17603/ds2-p9td-r942
View Data
Author(s)
; ;
Facility
Blume Earthquake Engineering Center, Stanford University
Experiment Type
Small-Scale
Equipment Type
22-kip Load Frame
Date of Experiment
2021-07-19 ― 2021-07-30
Date Published
2022-02-19
DOI
10.17603/ds2-p9td-r942
License
Open Data Commons Attribution
Description:
Tests performed to provide validation data for computational model to simulate crack propagation in steel specimens under monotonic and cyclic loading. Data captured includes applied load and a measure of surface displacement, obtained from a 2-inch linear extensometer. Data may be reused for future research in studies of crack propagation in steel.
Report | Blind Prediction Report
Description:
A report on the results of the Blind Prediction experiments can be found on pages 208-236 of Ziccarelli (2021).
