TY  - DATA
AU  - Bruhn, E. F. b... [et al.]
TI  - Analysis and design of flight vehicle structures
CY  - [Carmel]
PB  - Jacobs
N1  - Paginación por capítulos; The work of the aerospace structures engineer; Equilibrium of force systems. Truss structures. Externally braced wings. Landing gear; Properties of sections. Centroids, moments of inertia, etc; General loads on aircraft; Beams. Shear and moments. Beam. Column moments; Torsion. Stresses and deflections; Deflections of structures. Castigliano's theorem. Virtual work. Matrix methods; Statically indeterminate structures. Theorem of least work. Virtual work. Matrix methods; Bending moments in frames and rings by elastic center method; Column analogy method; Continuous structures. Moment distribution method; Slope deflection method; Bending stresses; Bending shear stresses. Solid and open section. Shear center; Shear flow in closed thinwalled sections; Membrane stresses in preasure vessels; Bending of plates; Theory of the instability of columns and thin sheets; Introduction to wing stress analysis by modified beam theory;  Introduction to fuselage stress analysis by modified beam theory; Loads and stresses on ribs and frames; Analysis of special wing problems. Cutouts. Shear lag. Swept wing; Analysis by the "Method of displacement"; The 3Dimensional equations of thermoelasticity; The 2Dimensional equations of elasticity and thermoelasticity; Selected problems in elasticity and thermoelasticity; Basic principles and definitions [In flight vehicle materials and their properties]; Mechanical and physical properties of metallic materials for flight vehicle structures; Combined stresses. Theory of yield and ultimate failure; Strength of columns with stable cross sections; Yield and ultimate strength in bending; Strength and design of round, streamline, oval and square tubing in tension, compression, bending, torsion and combined loadings; Buckling strength of flat sheet in compression. Shear, bending and under combined stress systems; Local buckling stress for composite shapes; Crippling strength of composite shapes and sheetstifenner panels in compression. Column strength; Buckling strength of monocoque cylinders; Buckling strength of curved sheet panels and spherical plates. Ultimate strength of stiffened curved sheet structures; Design of metal beams. Web shear resistant (Nonbuckling) type. Part 1 : Flat sheet web with vertical stiffeners. Part 2 : Other types of nonbuckling webs; Diagonal semitension field design. Part 1 : Beams with flat webs. Part 2 : Curved web systems; Sandwich construction and design; Fatigue; Fittings and connections. bolted and riveted; Welded connections; Some important details in structural design
ER  -