The variational principle, differential equations, and boundary conditions governing the cross-sectional distortions due to inertia loading of a two-dimensional model of a thin monocoque wing are shown. A theoretical analysis of this simplified model is made in order to determine the nature of the coupling between the cross-sectional modes and the spanwise deformation modes. General solutions are obtained in finite-difference form for arbitrary cross sections and an exact solution is presented for a parabolic-arc cross section of constant cover thickness. The application of these results in evaluating the coupled frequencies of the actual structure is discussed. Frequencies evaluated for a parabolic-arc monocoque beam show good agreement wi...
When the size of cross section of a stepped beam is large as compared with its length, it is necessa...
This paper attempts to discover the structural behavior of the wing imperiled to flowing loads throu...
The conventional design of steel beams considers that any deformation of a member due to applied loa...
The variational principle, differential equations, and boundary conditions governing the cross-secti...
In this paper, a simplified approach to identify sectional deformation modes of prismatic cross-sect...
In this paper, a simplified approach to identify sectional deformation modes of prismatic cross-sect...
Bending tests with transverse loads and with pure bending were undertaken on a double-web monocoque ...
The essence of this mathematical model consist in construction of the basic stress-strain state whic...
Theoretical derivations of the effect of transverse shear and rotary inertia on the frequencies of a...
ABSTRACT: Due to the nature of anisotropy, in the analysis of composite wing structures one usually ...
This work extends advanced beam models to carry out a more accurate free-vibration analysis of conve...
The conventional design of steel beams considers that any deformation of a member due to applied loa...
In this paper, a new approach to identify cross-section deformation modes is presented and utilized ...
Methods are described for calculating the period and frequency of vibration of cantilever wings and ...
Geometrically nonlinear aeroelastic behavior of pretwisted composite high aspect ratio wings, struct...
When the size of cross section of a stepped beam is large as compared with its length, it is necessa...
This paper attempts to discover the structural behavior of the wing imperiled to flowing loads throu...
The conventional design of steel beams considers that any deformation of a member due to applied loa...
The variational principle, differential equations, and boundary conditions governing the cross-secti...
In this paper, a simplified approach to identify sectional deformation modes of prismatic cross-sect...
In this paper, a simplified approach to identify sectional deformation modes of prismatic cross-sect...
Bending tests with transverse loads and with pure bending were undertaken on a double-web monocoque ...
The essence of this mathematical model consist in construction of the basic stress-strain state whic...
Theoretical derivations of the effect of transverse shear and rotary inertia on the frequencies of a...
ABSTRACT: Due to the nature of anisotropy, in the analysis of composite wing structures one usually ...
This work extends advanced beam models to carry out a more accurate free-vibration analysis of conve...
The conventional design of steel beams considers that any deformation of a member due to applied loa...
In this paper, a new approach to identify cross-section deformation modes is presented and utilized ...
Methods are described for calculating the period and frequency of vibration of cantilever wings and ...
Geometrically nonlinear aeroelastic behavior of pretwisted composite high aspect ratio wings, struct...
When the size of cross section of a stepped beam is large as compared with its length, it is necessa...
This paper attempts to discover the structural behavior of the wing imperiled to flowing loads throu...
The conventional design of steel beams considers that any deformation of a member due to applied loa...