WorldCat Identities

Lundquist, Eugene E.

Overview
Works: 50 works in 94 publications in 1 language and 237 library holdings
Roles: Author, Contributor
Classifications: TL501,
Publication Timeline
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Most widely held works by Eugene E Lundquist
Strength tests on paper cylinders in compression, bending, and shear by Richard V Rhode( Book )

2 editions published in 1931 in English and held by 8 WorldCat member libraries worldwide

Static tests on paper cylinders were conducted to obtain qualitative information in connection with a study of the strength of stressed-skin fuselages. The effects of radius-thickness ratio and bulkhead spacing were investigated with the cylinders in compression, bending, combined bending and shear, and torsion
The Pressure distribution over a semicircular wing tip on a biplane in flight by Richard V Rhode( Book )

2 editions published in 1931 in English and held by 8 WorldCat member libraries worldwide

This note presents the results of flight pressure distribution tests on the right upper wing panel of a Douglas M-3 airplane equipped with a semicircular wing tip
The Pressure distribution over a modified elliptical wing tip on a biplane in flight by Richard V Rhode( Book )

3 editions published in 1931 in English and held by 7 WorldCat member libraries worldwide

This note presents the results of flight pressure distribution tests on the right upper wing panel of a Douglas M-3 airplane equipped with a modified elliptical tip having a slight amount of washout
Preliminary study of applied load factors in bumpy air by Richard V Rhode( Book )

2 editions published in 1931 in English and held by 7 WorldCat member libraries worldwide

Theoretical relations involved in the study are reviewed to furnish a basis upon which the experimental data can be properly analyzed. The structure of the atmosphere in relation to the load-factor problem is briefly discussed, and the acceleration data obtained on a number of flights with various airplanes are presented and analyzed to the extent that the results are applicable to any airplane
The Pressure distribution over a square wing tip on a biplane in flight by Richard V Rhode( Book )

2 editions published between 1930 and 1931 in English and held by 7 WorldCat member libraries worldwide

This note presents the results obtained in pressure distribution tests on the right upper panel of a Douglas M-3 airplane in flight. These tests are a part of an extensive investigation on the effect of changes in tip shape on the load distribution
Stability of structural members under axial load by Eugene E Lundquist( Book )

3 editions published between 1937 and 1940 in English and held by 7 WorldCat member libraries worldwide

The principles of the Cross method of moment distribution are used to check the stability of structural members under axial load. A brief theoretical treatment of the subject, together with an illustrative problem, is included as a discussion of the reduced modulus at high stresses and a set of tables to aid in the solution of practical problems
The Compressive strength of duralumin columns of equal angle section by Eugene E Lundquist( Book )

2 editions published in 1932 in English and held by 7 WorldCat member libraries worldwide

This report presents a chart giving the compressive strength of duralumin columns of equal angle section. The data used in the construction of the chart were obtained from various published sources and were correlated with theory in the range where secondary failure occurred
Strength tests of thin-walled duralumin cylinders in pure bending by Eugene E Lundquist( Book )

1 edition published in 1933 in English and held by 6 WorldCat member libraries worldwide

This report is the third of a series presenting the results of strength tests on thin-walled cylinders and truncated cones of circular and elliptic section; it includes the results obtained from pure bending tests on 58 thin-walled duralumin cylinders of circular section with ends clamped to rigid bulkheads. The tests show that the stress on the extreme fiber at failure as calculated by the ordinary theory of bending is from 30 to 80 percent greater than the compressive stress at failure for thin-walled cylinders in compression. The tests also showe that length/radius ratio has no consistent effect upon the bending strength and that the size of the wrinkles that form on the compression half of a cylinder in bending is approximately equal to the size of the wrinkles that form in the complete circumference of a cylinder of the same dimensions in compression
A Method of estimating the critical buckling load for structural members by Eugene E Lundquist( Book )

2 editions published between 1939 and 1940 in English and held by 6 WorldCat member libraries worldwide

The solutions of six simple problems are included to illustrate the application of the method of estimating critical loads and to reveal certain characteristics of the method that should be known by the practical engineer using it. Four of these problems are concerned with members that lie in the elastic, or long-column, range. The other two problems are concerned with memberes that lie in the short-column range
Critical compressive stress for outstanding flanges by Eugene E Lundquist( Book )

2 editions published in 1942 in English and held by 6 WorldCat member libraries worldwide

Generalized analysis of experimental observations in problems of elastic stability by Eugene E Lundquist( Book )

4 editions published in 1938 in English and held by 6 WorldCat member libraries worldwide

A generalized method of analyzing experimental observations in problems of elastic stability is presented in which the initial readings of load and deflection may be taken at any load less than the critical load. This analysis is an extension of a method published by Southwell in 1932, in which it was assumed that the intial readings are taken at zero load
Strength tests of thin-walled duralumin cylinders in combined transverse shear and bending by Eugene E Lundquist( Book )

1 edition published in 1935 in English and held by 5 WorldCat member libraries worldwide

Local instability of symmetrical rectangular tubes under axial compression by Eugene E Lundquist( Book )

3 editions published between 1938 and 1939 in English and held by 5 WorldCat member libraries worldwide

A chart is presented for the coefficient in the formula for the critical compressive stress at which cross-sectional distortion begins in a thin-wall tube of rectangular section symmetrical about its two principal axes. The energy method of Timoshenko was used in the theoretical calculations required for the construction of the chart. The deflection equation used in this method was selected to give good accuracy. The exact values given by solutino of the differential equation were calculated for a number of cases and it was found that the energy solution was correct to within a fraction of 1 percent
Local instability of centrally loaded columns of channel section and Z-section by Eugene E Lundquist( Book )

3 editions published between 1939 and 1940 in English and held by 5 WorldCat member libraries worldwide

Charts are presented for the coefficients in formulas for the critical compressive stress at which cross-sectional distortion begins in a thin-wall member with either a channel section or a Z-section with identical flanges. The energy method of Timoshenko was used in the theoretical calculations required for the construction of the charts. The deflection equations were carefully selected to give good accuracy
The Pressure distribution over a Douglas wing tip on a biplane in flight by Richard V Rhode( Book )

1 edition published in 1930 in English and held by 5 WorldCat member libraries worldwide

This note presents the results obtained in pressure distribution tests on the right upper wing panel and tip of a Douglas M-3 airplane in flight. These tests are a part of a more extensive investigation of the effect of changes in tip shape on the load distribution, the tip reported herein being the first of a series of six shapes being tested
Strength tests on thin-walled duralumin cylinder in torsion by Eugene E Lundquist( Book )

2 editions published in 1932 in English and held by 5 WorldCat member libraries worldwide

This report is the first in a series presenting the results of strength tests on thin-walled cylinders and truncated cones of circular and elliptical section; it comprises the results obtained to date from torsion (pure shear) tests of 65 thin-walled duralumin cylinders of circular section with ends clamped to rigid bulkheads. The effect of variations in the length/radius and radius/thickness ratios on the type of failure is indicated, and a semi-empirical equation for the shearing stress at maximum load is given
Column and plate compressive strengths of aircraft structural materials 24S-T aluminum-alloy sheet by Eugene E Lundquist( Book )

4 editions published in 1945 in English and held by 3 WorldCat member libraries worldwide

Column and plate compressive strengths of 24S-T aluminum-alloy sheet were determined both within and beyond the elastic range from tests of thin-strip columns and from local-instability tests of formed Z- and channel-section columns. These tests are the first of a series in an extensive research investigation to provide data on the structural strength of various aircraft materials. The results, which are presented in the form of curves and charts that may be used in the design and analysis of aircraft structures, superseded preliminary results published previously
Extended tables of stiffness and carry-over factor for structural members under axial load by Eugene E Lundquist( Book )

3 editions published in 1944 in English and held by 2 WorldCat member libraries worldwide

The tables of stiffness and carry-over factor that were presented in NACA Technical Note No. 652 have been extended to include the stiffness of a member with the far and subjected to a moment equal and opposite to the moment applied at the near end. These tables are of use in solving problems in the stability of structural members under axial load of moment distribution when the effects of axial load in the members are considered. The values presented are for structural members in which the cross section and the axial load do not vary along the length of the member. The interval between successive values of the argument is small enough to make interpolation unnecessary in engineering calculations
The effect of initial displacement of the center support on the buckling of a column continuous over three supports by Eugene E Lundquist( Book )

2 editions published in 1940 in English and held by 1 WorldCat member library worldwide

A long column continuous over three supports was tested to determine its critical load when the center support was given varying amounts of initial displacement. During each test the middle support was hinged so as to be free to move parallel to the column axis during buckling
 
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Audience level: 0.73 (from 0.60 for Strength t ... to 0.93 for Aeronautic ...)

Languages
English (45)