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Titelseiten
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Vorwort
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Inhaltsverzeichnis
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Rubrik: Session I: Constitutive equations - yield criteria
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1
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Artikel: Failure criteria for concrete under multiaxial stress states
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3
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Artikel: A kinematic and isotropic hardening plasticity model for plain concrete under general triaxial stress conditions
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11
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Artikel: A model of concrete behaviour under generalised stress
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19
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Artikel: Investigating the stress-strain characteristics of diagonally cracked concrete
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27
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Artikel: On the effectiveness factor in plastic analysis of concrete
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35
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Artikel: A general yield criterion for orthogonally reinforced concrete slab elements
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43
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Artikel: Yield polyhedron of R.C. shear walls under combined forces
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51
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Artikel: Plasticity and endochronic inelasticity in finite element analysis of reinforced concrete
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59
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Artikel: Summary of discussion: session 1
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67
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Rubrik: Session II: Beams and shear walls
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69
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Artikel: Plastic solutions for reinforced concrete beams in shear
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71
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Artikel: Shear in beams with bent-up bars
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79
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Artikel: The stringer method applied to discs with holes
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87
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Artikel: Plastic analysis of reinforced concrete panels in frames
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95
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Artikel: Plastic analysis of torsion and shear in reinforced concrete
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103
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Artikel: Torsion-bending-shear in concrete beams: a kinematic model
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111
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Artikel: Reinforced concrete members in torsion and shear
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119
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Artikel: Abstract
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131
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Artikel: Summary of discussion: session 2
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132
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Rubrik: Session III: Slabs
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135
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Artikel: Complete limit analysis solutions and yield line theory
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137
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Artikel: Circular slabs with limited plastic flow capacity
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145
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Artikel: The bimoment method for Hillerborg slabs
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153
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Artikel: Nodal forces as real forces
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159
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Artikel: Punching shear failure of hollow concrete spheres
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167
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Artikel: Collapse of reinforced concrete voided slabs
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175
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Artikel: Application of the yield-line theory for reinforced concrete slabs allowing for membrane effects
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181
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Artikel: Computer aided optimum design of concrete slabs
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189
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Artikel: Finite element approach to optimization of slab reinforcement
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197
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Artikel: Abstracts
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205
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Artikel: Summary of discussion: session 3
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211
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Rubrik: Session IV: Numerical methods
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213
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Artikel: Reinforced concrete modelling for protective structure analysis
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215
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Artikel: Limit analysis of reinforced concrete shells of revolution
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223
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Artikel: Nonlinear behaviour of reinforced concrete beams
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231
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Artikel: Nonlinear dynamic analysis of reinforced concrete slabs
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239
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Artikel: Comparison of plastic prediction with STANIL/1 analysis
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247
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Artikel: Finite element analysis of beam shear problems
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255
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Artikel: Optimization of reinforcement in slabs by means of linear programming
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263
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Artikel: Mesh formulation of the yield line method by mathematical programming
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273
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Artikel: Finite element aspects of concrete cracking
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281
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Artikel: Summary of discussion: session 4
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289
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Rubrik: Session V: Specifications based on plastic analysis
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291
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Artikel: Reinforced concrete corbels - some exact solutions
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293
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Artikel: Limit values of local stresses
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301
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Artikel: The anchorage strength of reinforcement bars at supports
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309
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Artikel: Some examples of lower-bound design of reinforcement in plane stress problems
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317
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Artikel: Direct design by concrete flow
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325
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Artikel: Optimal shear design of beams with CEB-FIP model code
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333
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Artikel: Design of reinforced concrete beams based on directive 34 of the Swiss Code SIA 162
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341
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Artikel: Summary of discussion: session 5
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349
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Artikel: Summary of general discussion
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351
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Register: IABSE reports
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356
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