Nonlinear acoustic theory for rigid porous materials
Development of nonlinear acoustic theory for rigid porous materials and concept of temporal impedance operator
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Development of nonlinear acoustic theory for rigid porous materials and concept of temporal impedance operator
Rigid rotating body kinematic equations for use in space flight mechanics
Thermal conductivity, thermal expansion, and heat capacity determinations for three rigidized fibrous insulators - Vol. 2.
Scattering of plane waves from thin rigid porous elliptic cylindrical shells and Mathieu function
Semipassive gravity-stabilized satellite with yaw oscillations affected by boom torsional rigidity and thermally induced torsion
Influence of turbulent boundary layer on pressure distribution over rigid two dimensional wavy wall
Averaging technique applied to variational equations describing rotational motions of rigid triaxial body in elliptical orbit
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Rigid body free rotational stability, discussing initial conditions excursion
Rigid body motion implicit representation in curved finite elements
Two spheroid rigid bodies rotational and translational motion, using linear and Hill type differential equations for angular variables and coordinates
Cosmic ray rigidities spectra measurements above geomagnetic cutoff using balloon-borne emulsion plates in superconducting magnet field
Space shuttle boost vehicle with various degrees of aerodynamic stability, discussing control laws effects on rigid body bending moment tradeoff
Rotationally inelastic molecular collisions in atom rigid rotor scattering, considering infinite order approximation of generalized phase shift treatment
Analysis and numerical results are presented for the elastic shear stiffness of a corrugated shear web with a certain type of discrete attachments at the ends of the trough lines of the corrugations, namely point attachments to a rigid flange which interferes with the deformations of the end cross sections by preventing downward movement but permitting upward (lifting off) movement. The analysis is based on certain assumed modes of deformation of the cross sections in conjunction with the method of minimum total potential energy and the calculus of variations in order to obtain equations for the manner in which the assumed modes of deformation vary along the length of the corrugation. The numerical results are restricted to the case of equal-width crests and troughs but otherwise apply to a wide variety of geometries. They are in the form of graphs which give the overall shear stiffness as a fraction of the overall shear stiffness that could be obtained by having continuous attachment at the ends of the corrugations.
A wind tunnel balance system was designed to determine the wind-induced vibrations of a space shuttle model. The balance utilizes a flexible sting mounting in conjunction with a geometrically scaled rigid model. Bending and torsional displacements are determined through strain-gauge-instrumented spring bar mechanisms. The natural frequency of the string-model system can be varied continuously throughout the expected scaled frequency range of the shuttle vehicle while a test is in progress by the use of moveable riders on the spring bar mechanism. Through the use of a frequency analyzer, the output can be used to determine troublesome vibrational frequencies. A dimensional analysis of the wind-induced vibration problem is also presented which suggests a test procedure. In addition a computer program for analytical studies of the forced vibration problem is presented.