A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Loadcarrying capacity of circular concrete slabs with cutouts; slabs made of materials of different tensile and compressive strength are considered; failure criteria and their geometrical interpretation in Mohr's stress space are discussed; it is shown that most suitable failure condition for concrete is modified CoulombTresca yield criterion; using limit analysis theorems, loadcarrying capacity is determined by considering statically and kinematically admissible mechanism of failure.
Loadcarrying capacity of circular concrete slabs with cutouts; slabs made of materials of different tensile and compressive strength are considered; failure criteria and their geometrical interpretation in Mohr's stress space are discussed; it is shown that most suitable failure condition for concrete is modified CoulombTresca yield criterion; using limit analysis theorems, loadcarrying capacity is determined by considering statically and kinematically admissible mechanism of failure.
Nosnosc graniczna betonowych tarcz z otworami
Nosnosc graniczna betonowych tarcz z otworami
Duszek, M. (author)
1964
18 pages
Article (Journal)
English
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