5 Example Data

https://concrete-fem.com

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://concrete-fem.com.

https://concrete-fem.com