A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shearing strains in addition to normal strains appear when plastic hinges of yield lines exist as in case of brittle plastic core with perfectly plastic reinforcement (reinforced concrete); relationship between resulting stresses when cross section of shell becomes plastic is investigated and yield locus at plastic hinges is determined using collapsing pattern; energy dissipation at collapse leads to determination of load carrying capacity of structure.
Shearing strains in addition to normal strains appear when plastic hinges of yield lines exist as in case of brittle plastic core with perfectly plastic reinforcement (reinforced concrete); relationship between resulting stresses when cross section of shell becomes plastic is investigated and yield locus at plastic hinges is determined using collapsing pattern; energy dissipation at collapse leads to determination of load carrying capacity of structure.
Yield loci for nonsymmetric plastic shells
Acad Polonaise des Sciences -- Bul -- Ser des Sciences Techniques
Janas, M. (author)
1965
9 pages
Report
Polish
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