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55,591 to 55,600 of 72,651 Results
MATLAB Source Code - 2.8 KB - MD5: e9c2a4747e603be4d3553ff305f79b46
Script to plot Figure 5
Tabular Data - 2.7 KB - 23 Variables, 22 Observations - UNF:6:jPra5s5ZponYgqUGFALotw==
Data set Figure 5
Plain Text - 3.5 KB - MD5: f29bc481ea0ec9bc525fd248df7a7de8
Nov 25, 2020 - (Research Project) Numerical Studies to Model Combined Blast and Fragments Loading on Protective Structures
Del Linz, Paolo; Fung, Tat Ching; Lee, Chi King; Yu, Qingjun, 2020, "Replication Data for: Fixed-end slab parametric study and sandwich and steel panels quasi static and impact tests (D7)", https://doi.org/10.21979/N9/BN2RQ1, DR-NTU (Data), V1
LS-DYNA input files for blast FEA comp-2-2mm-1-0-1 (typical case of sandwich steel-concrete panel loaded by cased charge- SPH method as an option)
RAR Archive - 10.6 MB - MD5: 1a9fac1877e96c6ea07b6e9575efce90
DataDocumentation
Typical case of sandwich steel-concrete panel loaded by cased charge- SPH method as an option
Nov 25, 2020 - (Research Project) Numerical Studies to Model Combined Blast and Fragments Loading on Protective Structures
Del Linz, Paolo; Fung, Tat Ching; Lee, Chi King, 2020, "Replication Data for: Blast tests and FEA calibration (D6)", https://doi.org/10.21979/N9/HMX8ZP, DR-NTU (Data), V1
LS-DYNA input files for blast FEA (Chapter 3) 8-0-1-bare LS-DYNA input files for blast FEA (Chapter 3) steel2-5-2100
RAR Archive - 7.9 MB - MD5: 8bd7cfc5a2950a8f5f8139a3ff5cbc57
DataDocumentation
Typical case of steel-concrete composite plate by bare charge
RAR Archive - 18.1 MB - MD5: 528d6c10e586ffbbaf9c73ccf23a92c8
DataDocumentation
Typical case of steel plate by cased charge
Nov 25, 2020 - (Research Project) Numerical Studies to Model Combined Blast and Fragments Loading on Protective Structures
Del Linz, Paolo; Fung, Tat Ching; Lee, Chi King, 2020, "Replication Data for: Impact tests and pre blast tests predictions (D5)", https://doi.org/10.21979/N9/UEZLQ5, DR-NTU (Data), V1
LS-DYNA input files for impact FEA (Chapter 3) conc-75-5-2000 (4 cases) LS-DYNA input files for impact FEA (Chapter 3) st-str-8-5-5-2000 (5 cases)
RAR Archive - 4.8 MB - MD5: 004fefac05ca4d2cedbebfebd422cbc7
DataDocumentation
2000m/s impact on 75mm concrete with different erosion value
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