6 Example Data

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Regarding examples refer to the book ($\rightarrow $ http://www.concrete-fem.com). A list of all examples follows ordered with <Chapter>.<Example> according to the Book. It is completed with a notation of a used module or other program:

2.1    

Concrete tensile bar with localization

X-Fem

2.2

Concrete tensile bar with creep and imposed strains

X-Fem

2.3

Simple uniaxial smeared crack model

-

2.4

Reinforced concrete tension bar

X-Fem

3.1

Computation of moment-curvature relations for given

 

normal forces

X-FemMat

3.2

Simple reinforced concrete beam

X-Fem

3.3

Creep deformations of reinforced concrete beam

X-Fem

3.4

Effect of temperature actions on a reinforced concrete beam

X-Fem

3.5

Effect of tension stiffening on a reinforced concrete beam

 

with external and temperature loading

X-Fem

3.6

Prestressed reinforced concrete beam

X-Fem

3.7

Stability limit of cantilever column

Maple

3.8

Ultimate limit for reinforced concrete cantilever column

X-Fem

3.9

Beam under impact load

X-Fem

4.1

Deep beam with strut and tie model

X-Fem

4.2

Corbel with an elasto-plastic strut-and-tie model

X-Fem

4.3

Corbel with rigid-plastic strut-and-tie model

X-Simplex

5.1

Modeling of biaxial stress-strain behavior with

 

orthotropic hypoelasticity

-

5.2

Mises elasto-plasticity with special consideration

 

of uniaxial behavior

-

5.3

Uniaxial stress-strain relations with Hsieh-Ting-Chen damage

Maple

5.4

Gradient damage formulation for the uniaxial 2-node bar

-

6.1

Continuous interpolation of stress fields with the quad element

-

6.2

Reinforcement design for a deep beam with

 

linear elastic internal forces

X-PlaD

6.3

Simulation of cracked reinforced deep beam

X-Fem

7.1

Linear elastic rectangular slab with opening and free edges

X-SimFem

7.2

Reinforcement design for a slab with linear elastic internal forces

X-PlaD

7.3

Computation of shear forces and shear proof

X-PlaD

7.4

Elasto-plastic rectangular slab with opening and free edges

X-Fem

8.1

Convergence study for linear simple slab

X-SimFem

8.2

Nonlinear calculation for a simple slab

X-Fem

8.3

Simple slab with yield line method

-

9.1

Analytical failure probability of cantilever column

Maple

9.2

Approximate failure probability of cantilever column

 

with a Monte Carlo simulation

Maple

9.3

Safety factors for single span beam with distributed loading

Maple


Detailed informations are given in the Book ($\rightarrow $ http://www.concrete-fem.com).

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