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Commit 6798a4bb authored by Rostislav Chudoba's avatar Rostislav Chudoba
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Added k3d dependency

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# BMCS applications
Collection of notebooks accompanying the course on brittle-matrix composite structures.
Institute of Structural Concrete
@author: Rostislav Chudoba, Abedulgader Baktheer
## Seminar work
- [J0000 - How to set the pullout model parameters](bmcs_course/SeminarWorkHowTo.ipynb)
## Rule of mixtures for elastic composites
- [J0101 - Elastic mixture rule](bmcs_course/1_1_elastic_stiffness_of_the_composite.ipynb)
# BOND
# BOND X
## Constant bond-slip law
- [J0201 - Pull-out of long fiber from rigid matrix](bmcs_course/2_1_PO_LF_LM_RG.ipynb)
- [J0202 - Pull-out of long fiber from long elastic matrix](bmcs_course/2_2_PO_LF_LM_EL.ipynb)
- [J0203 - Pull-out of short fiber from rigid matrix](bmcs_course/2_3_PO_SF_M_RG.ipynb)
- [J0204 - Comparison of several models](bmcs_course/2_4_PO_comparison.ipynb)
## Nonlinear bond-slip law
- [J0301 - Pull-out with softening and hardening](bmcs_course/3_1_PO_LF_LM_EL_FE_CB.ipynb)
- [J0302 - EXTRA - Newton iterative scheme](extras/newton_method.ipynb)
- [J0303 - EXTRA - Nonlinear finite-element solver for 1d pullout](extras/pullout1d.ipynb)
## Unloading, reloading and inelasticity
- [J0401 - Unloading with multi-linear bond-slip law](bmcs_course/4_1_PO_multilinear_unloading.ipynb) (PO_BS_ML)
- [J0402 - Basic concept of plasticity, ideal and isotopic hardening](bmcs_course/4_2_BS_EP_SH_I_A.ipynb) (BS_EP_SH_I_A)
- [J0403 - Basic concept of plasticity, kinematic hardening](bmcs_course/4_3_BS_EP_SH_IK_A.ipynb) (BS_EP_SH_I_A)
- [J0404 - EXTRA - Generalization of the algorithm using vectors](bmcs_course/4_4_BS_EP_SH_IK_N.ipynb) (BS_EP_SH_IK_N)
## Inelasticity modeled as damage
- [J0501 - Damage initiation, damage evolution, 2D bond behavior](bmcs_course/5_1_Introspect_Damage_Evolution_Damage_initiation)
- [J0502 - Pull out simulation using damage model](bmcs_course/5_2_PO_DM_FRP_N.pynb)
# CRACK
## Energy dissipation
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``` python
import bmcs_utils.api
```
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# Structural levels and the model components
Stress redistribution processes - how do they affect the design principles?
- ultimate limit state
- serviceability limit state
Minimialstic assumptions - nonlinear - multilinear stress-strain response of concrete, bond and brittle matrix
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[![image.png](attachment:b1d481d2-04ed-458d-b196-5b2e2a13d7fa.png)](reference)[![image.png](attachment:18b01361-65d7-4834-bd05-a276832cfbad.png)](reference2)[![image.png](attachment:ca77b4ab-74c9-4d4c-9042-49f58e7ee1f2.png)](reference3)
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# Types of material behavior
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- nonlinearity hardening / softening
- damage / plasticity
- energy dissipation / fracture energy
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# Unloading
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# Stable crack growth
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``` python
```
......
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