A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Rissfortschreitung, Schaedigung und Dauerbruch, etc
Crack propagation, damage, and fatigue failure of axially loaded deeply notched flat bars in one-step and multiple-step loading; relationships between relative crack length and load cycles were deduced assuming that crack propagation velocity is linear function of acting stress; under some simplifying assumptions, Woehler line equations were obtained; relationships were also derived between preload and damage as well as between multiple-step loading and corresponding number of load cycles at which fracture occurs.
Rissfortschreitung, Schaedigung und Dauerbruch, etc
Crack propagation, damage, and fatigue failure of axially loaded deeply notched flat bars in one-step and multiple-step loading; relationships between relative crack length and load cycles were deduced assuming that crack propagation velocity is linear function of acting stress; under some simplifying assumptions, Woehler line equations were obtained; relationships were also derived between preload and damage as well as between multiple-step loading and corresponding number of load cycles at which fracture occurs.
Rissfortschreitung, Schaedigung und Dauerbruch, etc
Rissfortschreitung, Schaedigung und Dauerbruch, etc
Kloeppel, K. (author) / Seeger, T. (author)
Stahlbau ; 34
1965
12 pages
Article (Journal)
German
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