Bump version

Author: robbievanleeuwen

README.md

@@ -23,19 +23,19 @@ documentation can found at [https://robbievanleeuwen.github.io/concrete-properti
 
 ### Material Properties
 - [x] Concrete material
-  - [x] Service stress-strain profile
-  - [x] Ultimate stress-strain profile
+  - [x] Service stress-strain profiles
+    - [x] Linear profile
+    - [x] Linear profile (no tension)
+    - [x] Eurocode Non-Linear
+  - [x] Ultimate stress-strain profiles
+    - [x] Rectangular stress block
+    - [x] Bilinear stress-strain profile
+    - [x] Eurocode parabolic
   - [x] Flexural tensile strength
 - [x] Steel material
-  - [x] Stress-strain profile
-- [x] Built-in stress-strain profiles
-  - [x] Piecewise linear profile
-  - [x] Linear profile
-  - [x] Bilinear profile
-  - [x] Whitney stress block (AS stress block)
-  - [ ] Parabolic stress profile
-  - [ ] PCA stress profile
-  - [x] Steel elastic-plastic profile
+  - [x] Stress-strain profiles
+    - [x] Elastic-plastic
+    - [x] Elastic-plastic (with hardening)
 
 ### Gross Section Properties
 - [x] Cross-sectional areas (total, concrete, steel)

concreteproperties/__init__.py

@@ -1,4 +1,5 @@
 """
-xxx
+A python package to calculate the section properties of arbitrary reinforced concrete
+sections.
 """
-__version__ = "0.0.5"
+__version__ = "0.0.6"

concreteproperties/stress_strain_profile.py

@@ -522,7 +522,7 @@ def __post_init__(
             - self.tensile_strength / self.tension_softening_stiffness
         )
 
-        self.strains.append(1.1 * strain_zero_tension)
+        self.strains.append(1.01 * strain_zero_tension)
         self.stresses.append(0)
         self.strains.append(strain_zero_tension)
         self.stresses.append(0)

docs/source/index.rst

@@ -18,9 +18,8 @@
 Documentation
 =============
 
-What is *concreteproperties*???
-
-- Can only have only value of ultimate concrete strain
+A python package to calculate the section properties of arbitrary reinforced concrete
+sections.
 
 .. toctree::
    :maxdepth: 1

examples/ex4.py

@@ -9,7 +9,14 @@
     EurocodeNonLinear,
 )
 
-concrete_profile = EurocodeNonLinear(35e3, 0.0035, 40, 0.0023, 3.5, 7e3)
+concrete_profile = EurocodeNonLinear(
+    elastic_modulus=35e3,
+    ultimate_strain=0.0035,
+    compressive_strength=40,
+    compressive_strain=0.0023,
+    tensile_strength=3.5,
+    tension_softening_stiffness=7e3,
+)
 concrete_profile.plot_stress_strain(title="Concrete Stress-Strain Profile")
 
 steel_profile = SteelHardening(

todo.md

@@ -10,12 +10,12 @@
 - [x] Add steel strain to StressResult & ku to UltimateResult (=dn/d)
 - [x] Clean up profiles - maybe require that certain profiles may only be used for each material?
 - [x] Finish pre.py
-- [ ] Start to add design codes
 - [ ] Documentation!
-  - [ ] Is there a way to generate output within a docstring??
+  - [x] Is there a way to generate output within a docstring??
   - [ ] gif of progressive service stress plot?
 
 # POST-RELEASE ITEMS
 - [ ] Speed up
   - [ ] Profiling
   - [ ] Clean up all the na_local, points_na etc. etc.
+- [ ] Start to add design codes