WorldCat Identities

Kuhn, Paul

Overview
Works: 5 works in 17 publications in 2 languages and 244 library holdings
Roles: Author, Performer
Classifications: TA404.8, 620.11292
Publication Timeline
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Most widely held works by Paul Kuhn
Residual tensile strength in the presence of through cracks or surface cracks by Paul Kuhn( Book )

3 editions published in 1970 in English and held by 12 WorldCat member libraries worldwide

A summary of diagonal tension. Part 1 - Methods and analysis by Paul Kuhn( Book )

6 editions published in 1952 in English and held by 7 WorldCat member libraries worldwide

Previously published methods for stress and strength analysis of plane and curved shear webs working in diagonal tension are presented as a unified method. The treatment is sufficiently comprehensive and detailed to make the paper self-contained. Part 1 discusses the theory and methods for calculating the stresses and shear deflections of web systems as well as the strengths of the web, the stiffeners, and the riveting. Part 2, published separately, presents the experimental evidence
Die Blume von Hawaii : Querschnitt ; Viktoria und ihr Husar : Querschnitt by Paul Abraham( Recording )

in German and held by 4 WorldCat member libraries worldwide

Stresses around rectangular cut-outs in skin-stringer panels under axial loads - 2 by Paul Kuhn( Book )

4 editions published in 1943 in English and held by 4 WorldCat member libraries worldwide

Cut-outs in wings or fuselages produce stress concentrations that present a serious problem to the stress analyst. As a partial solution of the general problem, this paper presents formulas for calculating the stress distribution around rectangular cut-outs in axially loaded panels. The formulas are derived by means of the substitute-stringer method of shear-lag analysis
An engineering method for estimating notch-size effect in fatigue tests on steel by Paul Kuhn( Book )

2 editions published in 1952 in English and held by 4 WorldCat member libraries worldwide

Neuber's proposed method of calculating a practical factor of stress concentration for parts containing notches of arbitray size depends on the knowledge of a "new materials constant" which can be established only indirectly. In this paper, the new constant has been evaluated for a large variety of steels from tatigue tests reported in the literature, attention being confined to stresses near the endurance limit; reasonably satisfactory results were obtained with the assumption that the constant depends only on the tensile strength of the steel. Even in cases where the notches were cracks of which only the depth was known, reasonably satisfactory agreement was found between calculated and experimental factors. It is also shown that the material constant can be used in an empirical formula to estimate the size effect on unnotched specimens tested in bending fatigue
 
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Languages
English (15)

German (2)