EPS@ISEP | The European Project Semester (EPS) at ISEP

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report [2016/06/21 14:33] – [7.3 Components] team2report [2016/06/21 16:06] (current) – [7.3 Components] team2
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 ==== - Functional Tests ==== ==== - Functional Tests ====
  
-The first test that will be executed regarding the dome is a simulation in a calculation program called PowerFrame. In this program the wind load on the structure will be tested. For this test Eurocode 1 of the building rules of the European Union will be used. After the test, the section of the beams will be optimized.+The first test that will be executed regarding the dome is a simulation in a calculation program called PowerFrame [(power_frame)]. In this program the wind load on the structure will be tested. For this test Eurocode 1 of the building rules of the European Union will be used. After the test, the section of the beams will be optimized.
  
 The other functional tests will be executed on the prototype of the automatic window. The first test is the building of the prototype itself. The team will rate different aspects while building the prototype. In this way the weak points of the design of the prototype will be detected. For every weak point, improvements will be formulated.  The other functional tests will be executed on the prototype of the automatic window. The first test is the building of the prototype itself. The team will rate different aspects while building the prototype. In this way the weak points of the design of the prototype will be detected. For every weak point, improvements will be formulated. 
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 |**f<sub>t,0,k</sub>** |Axial tensile stress|N/mm<sup>2</sup>|8|10|11|12|14|16|18|11|14|18| |**f<sub>t,0,k</sub>** |Axial tensile stress|N/mm<sup>2</sup>|8|10|11|12|14|16|18|11|14|18|
 |**f<sub>t,90,k</sub>**|Transverse tensile stress|N/mm<sup>2</sup>|0.4|0.4|0.4|0.4|0.4|0.4|0.4|0.6|0.6|0.6| |**f<sub>t,90,k</sub>**|Transverse tensile stress|N/mm<sup>2</sup>|0.4|0.4|0.4|0.4|0.4|0.4|0.4|0.6|0.6|0.6|
-|**f<sub>c,0,k</sub>**|Axial compressive stress|N/mm<sup>2</sup>|16|17|18|19|21|22|23|18|21|23| +|**f<sub>c,0,k</sub>**|Axial stress|N/mm<sup>2</sup>|16|17|18|19|21|22|23|18|21|23| 
-|**f<sub>c,90,k</sub>**|Transverse compressive stress|N/mm<sup>2</sup>|2|2.2|2.2|2.3|2.5|2.6|2.7|7.5|7.8|8|+|**f<sub>c,90,k</sub>**|Transverse stress|N/mm<sup>2</sup>|2|2.2|2.2|2.3|2.5|2.6|2.7|7.5|7.8|8|
 |**f<sub>v,k</sub>**|Shear stress|N/mm<sup>2</sup>|3|3.2|3.4|3.6|4|4|4|3.4|4|4| |**f<sub>v,k</sub>**|Shear stress|N/mm<sup>2</sup>|3|3.2|3.4|3.6|4|4|4|3.4|4|4|
 |**E<sub>0,mean</sub>**|Medium modulus of axial elasticity|kN/mm<sup>2</sup>|7|8|9|9.5|11|11.5|12|9.5|10|11| |**E<sub>0,mean</sub>**|Medium modulus of axial elasticity|kN/mm<sup>2</sup>|7|8|9|9.5|11|11.5|12|9.5|10|11|
-|**E<sub>90,mean</sub>** |Medium modulus of transversal elasticity|kN/mm<sup>2</sup>|0.23|0.27|0.30|0.32|0.37|0.38|0.40|0.63|0.67|0.73| +|**E<sub>90,mean</sub>** |Medium modulus of transverse elasticity|kN/mm<sup>2</sup>|0.23|0.27|0.30|0.32|0.37|0.38|0.40|0.63|0.67|0.73| 
-|**G<sub>mean</sub>** |Medium modulus of shear scress|kN/mm<sup>2</sup>|0.44|0.50|0.56|0.59|0.69|0.72|0.75|0.59|0.62|0.69|+|**G<sub>mean</sub>** |Medium modulus of shear stress|kN/mm<sup>2</sup>|0.44|0.50|0.56|0.59|0.69|0.72|0.75|0.59|0.62|0.69|
 |**ρ<sub>k</sub>**|Characteristic density|kg/m<sup>3</sup>|290|310|320|330|350|370|380|475|485|530| |**ρ<sub>k</sub>**|Characteristic density|kg/m<sup>3</sup>|290|310|320|330|350|370|380|475|485|530|
 |**ρ<sub>mean</sub>**|Average density|kg/m<sup>3</sup>|350|370|380|390|420|450|460|570|580|640| |**ρ<sub>mean</sub>**|Average density|kg/m<sup>3</sup>|350|370|380|390|420|450|460|570|580|640|
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 The dimensions of the windows are the following: The dimensions of the windows are the following:
  
-As you can see the windows have 2 sides with the dimension of 1175 mm as seen in Figure {{ref>flabel134}} and {{ref>flabel136}} and one side with the dimension of 1150 mm in Figure {{ref>flabel135}}+As you can see the windows have 2 sides with the dimension of 1175 mm as seen in Figure {{ref>flabel134}} and {{ref>flabel136}} and one side with the dimension of 1150 mm in Figure {{ref>flabel135}}.
  
 <WRAP centeralign> <WRAP centeralign>
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 </WRAP> </WRAP>
  
 +The angles of the connections are the following:
 +
 +  * 3 way junction A - One 62° angle and one 124° angle.
 +  * 3 way junction B - Same as "3 way junction A" but mirrored.
 +  * 4 way junction A - Three 62° angles.
 +  * 4 way junction B - Two 60.7° angles and one 58.7° angle.
 +  * 5 way junction A - Two 55.7° angles and two 62.15° angles.
 +  * 5 way junction B - Same as "5 way junction A" but mirrored.
 +  * 6 way junction - All 6 angles are 62.15°.
 +
 +In the figures below we show the angles between the sides and the top part of the junction Fig {{ref>flabel1101}} and the angles between the base panel and the junction nodes in Fig {{ref>flabel1100}}.
 +
 +<WRAP centeralign>
 +<figure flabel1100>
 +{{ ::2016-06-21_15-19-11.png?600 |}}
 +<caption> Side view of a 4 way connection </caption>
 +</figure>
 +</WRAP>
 +
 +<WRAP centeralign>
 +<figure flabel1101>
 +{{ ::2016-06-21_15-20-04.png?600 |}}
 +<caption> Side view of a 4 way connection </caption>
 +</figure>
 +</WRAP>
  
  
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 <figure terrainclass> <figure terrainclass>
 {{ :terrainclass.jpg?500 |}} {{ :terrainclass.jpg?500 |}}
-<caption>Terrain class and height of a building </caption>+<caption>Terrain class and height of a building [(eurocode)]</caption>
 </figure> </figure>
 </WRAP>  </WRAP> 
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