Flexural crack width propagation in two-way simply supported and clamped concrete slabs reinforced with high strength mesh reinforcement
UniversitÓ di Pisa, 1967 - Architecture - 24 pages
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active cleavages active steel ratio appoggiate armate con rete calcestruzzo teso Clamped Slabs Series concrete stretched area crack grid pattern crack width development CRACK WIDTH PROPAGATION cracking equations cracking pattern development CSF1 CSF2 CSG1 CSG2 CSH1 CSH2 CSI1 CSJ1 CSJ2 CSK1 diametro EDWARD G electric strain gages Failure Load FLEXURAL CRACK fracture line gonal HIGH STRENGTH MESH hinge field incastrate investigation loading history longitudinal maglie Maximum crack width Mesh Index METALLICA Nawy nodal points orthogonal cracks passo dei fili piastre power function pppppppppppppppppppppp punching shear Reinforced with High restraint rottura Series SB simply supported slabs Slab series CSF slab test Slabs Reinforced sperimentale SR-4 electric steel level steel stress STEEL WIRE STRESS STRENGTH MESH REINFORCEMENT stress concentration stress levels Supported Slabs Series Table tensile face transverse wire two-dimensional members two-way slabs varied welded joints wide diagonal wire spacing yield line cracks yield line mechanism Yield Strength