CONSIDERATION ON CONCRETE SHEARING STRENGTH OF PERFOBOND RIB BY LIMIT ANALYSIS THEOREM
Ultimate shear strength of Perfobond Rib (abbreviated as PBL) in a push-out test was examined using the lower bound theorem of limit analysis under modeling of perfectly plastic material for 3D compressive concrete. Linearized Mohr-Coulomb criterion was applied to yield and fracture of concrete, and...
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Veröffentlicht in: | Doboku Gakkai Ronbunshu 2005, Vol.2005(781), pp.781_213-781_218 |
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Format: | Artikel |
Sprache: | eng |
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