Wrinkling Phenomena of Thin Flat Plates Subjected to Shear Stresses (open access)

Wrinkling Phenomena of Thin Flat Plates Subjected to Shear Stresses

This report covers a series of tests on thin flat elastic strips restrained at two parallel edges and subjected to shear by conversely directed stresses. Theoretical treatments, particularly those of Lilly, Southwell and Skan, and Timoshenko are briefly outlined. The problem to be solved by these tests was to find out whether, and to what extent the conditions and assumptions upon which the calculations are based are complied with in the tests.
Date: January 1931
Creator: Bollenrath, F.
System: The UNT Digital Library
Clerget 100 Hp Heavy-Oil Engine (open access)

Clerget 100 Hp Heavy-Oil Engine

A complete technical description of the Clerget heavy-oil engine is presented along with the general characteristics. The general characteristics are: 9 cylinders, bore 120 mm, stroke 130 mm, four-stroke cycle engine, rated power limited to 100 hp at 1800 rpm; weight 228 kg; propeller with direct drive and air cooling. Moving parts, engine block, and lubrication are all presented.
Date: January 1931
Creator: Léglise, Pierre
System: The UNT Digital Library
Resistance of Plates and Pipes at High Reynolds Numbers (open access)

Resistance of Plates and Pipes at High Reynolds Numbers

It was learned that the law of resistance for high R values does not follow the simple powers, and that the powers, which can be obtained approximately for the velocity distribution, gradually change. Since, moreover, very important investigations have recently been made on the resistance of plates at very high R values, it seemed of interest to apply the above line of reasoning to the new general law of resistance. For this purpose, the resistance and velocity distribution along the plate must always be equal to the values of the pipe flow at the corresponding Reynolds number.
Date: January 1931
Creator: Schiller, L. & Hermann, R.
System: The UNT Digital Library
Wrinkling of Reinforced Plates Subjected to Shear Stresses (open access)

Wrinkling of Reinforced Plates Subjected to Shear Stresses

An analysis is made here of the problem of long plates with transverse stiffeners subject to shear. A typical example would be a long Wagner beam. The shear stress is calculated at which the web wrinkles and shear stress becomes a maximum. The equation is solved for both a condition of free support and rigidity of support on the edges.
Date: January 1931
Creator: Seydel, Edgar
System: The UNT Digital Library