5 Example Data

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A list of example data follows ordered with <Chapter>.<Example> according to the Book which also gives the respective details and backgrounds. The list is completed with a notation of a used module or other program:

3.1    

Tension bar with localization

ConFem

3.2

Tension bar with creep and imposed strains

ConFem

3.4

Reinforced concrete tension bar

ConFem

4.1

Moment-curvature relations for given normal forces

ConMat

4.2

Simple reinforced concrete (RC) beam

ConFem

4.3

Creep deformations of RC beam

ConFem

4.4

Effect of temperature actions on an RC beam

ConFem

4.5

Effect of tension stiffening on an RC beam with external and temperature loading

ConFem

4.6

Prestressed RC beam

ConFem

4.8

Ultimate limit for RC cantilever column

ConFem

4.9

Beam under impact load

ConFem

5.2

Deep beam with strut-and-tie model

ConFem

X.X

Deep beam with rigid-plastic strut-and-tie model

ConSimplex

5.3

Corbel with an elastoplastic strut-and-tie model

ConFem

6.2

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

ConMat

6.3

Stability of Hsieh-Ting-Chen uniaxial damage

ConMat

6.4

Microplane uniaxial stress-strain relations with de Vree damage

ConMat

7.1

Plain concrete plate with notch

ConFem

7.2

Plain concrete plate with notch and crack band regularization

ConFem

7.5

Phase field formulation for the uniaxial tension bar

ConFem

7.6

Plain concrete plate with notch and SDA crack modeling

ConFem

8.1

Reinforcement design for a deep beam with a limit state analysis

ConPlaD

8.2

Simulation of cracked reinforced deep beam

ConFem

8.3

Simulation of a single fiber connecting a dissected continuum

ConFem

8.4

Reinforced concrete plate with flexible bond

ConFem

9.1

Linear elastic slab with opening and free edges

ConSimFem

9.2

Reinforcement design for a slab with opening and free edges with a limit state analysis

ConPlaD

9.3

Computation of shear forces and shear design

ConPlaD

9.4

Elastoplastic slab with opening and free edges

ConFem

9.5

Simple RC slab under concentrated loading

ConFem

10.1

Convergence study for linear simple slab

ConFem

10.2

Simple RC slab with interaction of normal forces and bending

ConFem

11.2

Approximate failure probability of cantilever column with Monte Carlo integration

Reliability.py



Corresponding files for input and results are provided with ExampleData.zip with download from https://www.concrete-fem.com.

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