id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
american_scientific_journal-7073	Mohamed Abdalla Almheriegh	Input File for Modelling Floating Wind Turbine for Dynamic Structural Analysis 	2021	26	.pdf	application/pdf	5123	156	42	Min air gap HMAX Max air gap ILEAK Leakage control 0 PLEAK Leakage control penalty factor 0.01 LCIDPOR Load curve for porous flow 2.12 Foam part Modelled with solid bricks, *SECTION_SOILD with parameters: SEC ID Section ID 4 ELFORM Element Formulation 3 AET Ambient Element Type 0 American Academic Scientific Research Journal for Engineering, Technology, and Sciences (ASRJETS) (2021) Volume 83, No 1, pp 12-37 27 And material type 57, *MAT_LOW_DENSITY_FOAM with inputs: MID Material ID 4 RO Mass density 44.14 E Young’s Modulus 1.6x10 9 LCID Stress-strain LCID Section properties are defined by beams, *SECTION_BEAM with inputs: SEC ID Section ID 16 ELFORM Element Formulation 6 SHRF Shear Factor American Academic Scientific Research Journal for Engineering, Technology, and Sciences (ASRJETS) (2021) Volume 83, No 1, pp 12-37 28 QR/IRID Quadature Rule 2 CST Cross Section Type 1 SCOOR Location of TRIAD 3 NSM Non structural mass per 8.7 VOL Volume of Discrete Beam 1.716324x10 -3 INER Inertia of Discrete Beam 1.4221x10 -4 CID Coordinate System ID optional) 0 CA Cable Area 4.2274x10 -2 Offset Cable Offset RCON R-rotational Constraint 0.0 SRCON S-rotational Constraint 0 TRCON T-rotational Constraint 0 And modelled with material type 71, *MAT_CABLE_DISCETE_BEAM with inputs: MID Material ID 16 RO Mass Density 1 E Young’s Modulus 9x10 9 LCID Load Curve ID (stress-strain) optional 3 FO Inertial Tensile Force The coupling card for cables and water is: *CONSTRAINED_LAGRANGE_IN_SOLID 0 SlAVE Slave part ID 17 MASTER Master part ID 1 SSTYPE Slave type 1 MSTYP Master type 1 NQUAD Quadrature rule for coupling 0 CTYPE Coupling type 2 DIREC Coupling direction 1 MCOUP Multi-material option START	cache/american_scientific_journal-7073.pdf	txt/american_scientific_journal-7073.txt