AE 440 Structures Discipline Lecture 6 Eric Loth For AE 440 A/C Lecture 1
Structures Responsibilities a. b. c. d. e. f. Determine V-n relationships and establish a V-n diagram Establish and maintain load paths Determine component materials (weights and dimensions to configuration) and consider environmental impact of acquisition, production and operations Determine landing gear configuration Carry out a detailed structural design of the wing box and wing attachment and structurally design landing gear (weights & dimensions to configuration) Employ FEM Analysis 2
Three Primary Structural Loads 3
Typical Aircraft Loads 4
Limit Load Factors 5
V-n Diagram http: //rgl. faa. gov/Regulatory_and_Guidance_Library/rg. FAR. nsf/Main. Frame? Open. Frame. Set 6
Load Paths • How loads are transferred from one structural member to another • Wing skin—torsion and shear stress • Wing ribs—maintain shape and rigidity, transfer loads from skin to spars • Wing spars—bending moments • Fuselage—bulkheads, framers, stringers 7
Lift Distribution 8
Spanwise Load Distribution 9
Typical Wing Box (AE 441) 10
Major Fuselage Loads • Empennage loads due to trim, maneuvering, turbulence and gusts • Pressure loads due to cabin pressurization • Landing gear loads due to landing impact, taxiing and ground maneuvering • Loads induced by the propulsion installation when the latter is attached to the fuselage 11
Fuselage Structure 12
Structural Components • • • Spars Ribs Skin Beam shear Beam bending Torsion Cessna Citation II 13
Materials • Selection criteria – – Strength Stiffness Density Cost • Typical materials – – Aluminum Composites Steel Titanium • Mini-UAV materials – Plastic – Balsa – Fiber (cloth) 14
Stress vs. Strain= Stiffness 15
Landing Gear Loads • Vertical loads primarily caused by non-zero touchdown rates and taxiing over rough surfaces • Longitudinal loads primarily caused by braking loads and rolling friction loads • Lateral loads primarily caused by ‘crabbed landings, ’ cross-wind taxiing and ground turning 16
Common Landing Gear Configurations 17
Samples of Structural Results from Previous CDRs 18
V-n Diagram 19
Spanwise Lift Distribution 20
Spanwise Load Distribution 21
Moment Distribution 22
Structural Weight and Deflection 23
Structural Configuration (441 level) I-beam gives good resistance to shear (web) and bending (caps) 24
Structural Details (441 level) 25