Plasticity in Reinforced Concrete
By Wai-Fah Chen

List of Tables

Chapter 3: Linear-Elastic Brittle-Fracture Models

Table 3.1: Equivalent vector notations
Table 3.2: Direction cosines l ij
Table 3.3: Direction cosines l ij
Table 3.4: Examples

Chapter 5: Failure Criteria of Concrete

Table 5.1: Parameter values and their dependence on
Table 5.2: Values of the ? function and their dependence on f ? t = f ? t/ f ? c
Table 5.3: Determination of the six parameters in Eqs. (5.170) and (5.171)

Chapter 6: Elastic Perfectly Plastic Fracture Models

Table 6.1: Material constants matched with the Mohr-Coulomb criterion (plane stress)
Table 6.2: Material constants matched with the modified Mohr-Coulomb criterion (plane stress)
Table 6.3: C constants in Eq. (6.103)

Chapter 7: Limit Analysis of Perfect Plasticity

Table 7.1: Different loading cases (Jiang, 1979)

Chapter 9: Numerical Implementation of Elastoplastic Fracture Models

Table 9.1: Fracture load due to stress criteria
Table 9.2: Fracture load due to strain criterion
Table 9.3: Collapse load due to structural collapse
Table 9.4: Experimental results
Table 9.5: Cross-sectional geometry for cylinders
Table 9.6: Analytical results for isoparametric shell elements
Table 9.7: Reduction in implosion strength due to out-of-roundness
Copyright Wai-Fah Chen 2007 under license agreement with Books24x7
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