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Regarding examples refer to the book ( http://www.concretefem.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 
XFem 
2.2 
Concrete tensile bar with creep and imposed strains 
XFem 
2.3 
Simple uniaxial smeared crack model 
 
2.4 
Reinforced concrete tension bar 
XFem 
3.1 
Computation of momentcurvature relations for given 

normal forces 
XFemMat 

3.2 
Simple reinforced concrete beam 
XFem 
3.3 
Creep deformations of reinforced concrete beam 
XFem 
3.4 
Effect of temperature actions on a reinforced concrete beam 
XFem 
3.5 
Effect of tension stiffening on a reinforced concrete beam 

with external and temperature loading 
XFem 

3.6 
Prestressed reinforced concrete beam 
XFem 
3.7 
Stability limit of cantilever column 
Maple 
3.8 
Ultimate limit for reinforced concrete cantilever column 
XFem 
3.9 
Beam under impact load 
XFem 
4.1 
Deep beam with strut and tie model 
XFem 
4.2 
Corbel with an elastoplastic strutandtie model 
XFem 
4.3 
Corbel with rigidplastic strutandtie model 
XSimplex 
5.1 
Modeling of biaxial stressstrain behavior with 

orthotropic hypoelasticity 
 

5.2 
Mises elastoplasticity with special consideration 

of uniaxial behavior 
 

5.3 
Uniaxial stressstrain relations with HsiehTingChen damage 
Maple 
5.4 
Gradient damage formulation for the uniaxial 2node 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 
XPlaD 

6.3 
Simulation of cracked reinforced deep beam 
XFem 
7.1 
Linear elastic rectangular slab with opening and free edges 
XSimFem 
7.2 
Reinforcement design for a slab with linear elastic internal forces 
XPlaD 
7.3 
Computation of shear forces and shear proof 
XPlaD 
7.4 
Elastoplastic rectangular slab with opening and free edges 
XFem 
8.1 
Convergence study for linear simple slab 
XSimFem 
8.2 
Nonlinear calculation for a simple slab 
XFem 
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 ( http://www.concretefem.com).
http://www.concretefem.com