switch to scientific notation, and add sources.

This commit is contained in:
John Hsu 2015-10-23 15:29:57 -07:00
parent dd0e4775a6
commit d8197329cb
19 changed files with 69 additions and 21 deletions

View File

@ -24,9 +24,9 @@
</geometry>
<surface>
<contact>
<!-- stainless steel 18-8 -->
<!-- stainless steel 18-8 material properties -->
<poissons_ratio>0.305</poissons_ratio>
<elastic_modulus>200000000000.0</elastic_modulus>
<elastic_modulus>2.0e+11</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>

View File

@ -24,8 +24,10 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8800000000.0</elastic_modulus>
<elastic_modulus>8.8e+09</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>

View File

@ -25,7 +25,7 @@
<contact>
<!-- glass -->
<poissons_ratio>0.22</poissons_ratio>
<elastic_modulus>51000000000.0</elastic_modulus>
<elastic_modulus>5.1e+10</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>

View File

@ -24,8 +24,10 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8800000000.0</elastic_modulus>
<elastic_modulus>8.8e+09</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>

View File

@ -23,8 +23,9 @@
</geometry>
<surface>
<contact>
<!-- typical acrylic plastic material properties -->
<poissons_ratio>0.35</poissons_ratio>
<elastic_modulus>310264077.6</elastic_modulus>
<elastic_modulus>3.102640776e+08</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>

View File

@ -28,7 +28,7 @@
<contact>
<!-- tin (wikipedia) -->
<poissons_ratio>0.36</poissons_ratio>
<elastic_modulus>50000000000.0</elastic_modulus>
<elastic_modulus>5.0e+10</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>

View File

@ -28,7 +28,7 @@
<contact>
<!-- tin (wikipedia) -->
<poissons_ratio>0.36</poissons_ratio>
<elastic_modulus>50000000000.0</elastic_modulus>
<elastic_modulus>5.0e+10</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>

View File

@ -23,8 +23,10 @@
</geometry>
<surface>
<contact>
<!-- Portland Cement Concrete material properties taken from
ftp://www.clrp.cornell.edu/CDOT/Handouts/4c%20%20Materials%20Table.pdf -->
<poissons_ratio>0.15</poissons_ratio>
<elastic_modulus>20000000000.0</elastic_modulus>
<elastic_modulus>2.0e+10</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>

View File

@ -25,7 +25,7 @@
<contact>
<!-- stainless steel 18-8 -->
<poissons_ratio>0.305</poissons_ratio>
<elastic_modulus>200000000000.0</elastic_modulus>
<elastic_modulus>2.0e+11</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>

View File

@ -23,9 +23,9 @@
</geometry>
<surface>
<contact>
<!-- stainless steel 18-8 -->
<!-- stainless steel 18-8 material properties -->
<poissons_ratio>0.305</poissons_ratio>
<elastic_modulus>200000000000.0</elastic_modulus>
<elastic_modulus>2.0e+11</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>

View File

@ -25,7 +25,7 @@
<contact>
<!-- stainless steel 18-8 -->
<poissons_ratio>0.305</poissons_ratio>
<elastic_modulus>200000000000.0</elastic_modulus>
<elastic_modulus>2.0e+11</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>

View File

@ -24,11 +24,24 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8.8e+09</elastic_modulus>
<ode>
<max_vel>0.1</max_vel>
<kp>100000</kp>
<kd>1</kd>
<max_vel>1.0</max_vel>
<min_depth>0.001</min_depth>
</ode>
</contact>
<friction>
<torsional>
<coefficient>1.0</coefficient>
<use_patch_radius>0</use_patch_radius>
<surface_radius>0.05</surface_radius>
</torsional>
</friction>
</surface>
</collision>

View File

@ -23,8 +23,10 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8800000000.0</elastic_modulus>
<elastic_modulus>8.8e+09</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>

View File

@ -23,8 +23,10 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8800000000.0</elastic_modulus>
<elastic_modulus>8.8e+09</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>

View File

@ -23,8 +23,10 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8800000000.0</elastic_modulus>
<elastic_modulus>8.8e+09</elastic_modulus>
<!--
<poissons_ratio>0.495</poissons_ratio>
<elastic_modulus>610000.0</elastic_modulus>

View File

@ -23,8 +23,10 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8800000000.0</elastic_modulus>
<elastic_modulus>8.8e+09</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>

View File

@ -25,8 +25,10 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8800000000.0</elastic_modulus>
<elastic_modulus>8.8e+09</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>

View File

@ -27,8 +27,10 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8800000000.0</elastic_modulus>
<elastic_modulus>8.8e+09</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>
@ -69,6 +71,8 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8800000000.0</elastic_modulus>
<ode>
@ -111,6 +115,8 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8800000000.0</elastic_modulus>
<ode>
@ -153,6 +159,8 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8800000000.0</elastic_modulus>
<ode>
@ -195,6 +203,8 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8800000000.0</elastic_modulus>
<ode>
@ -237,6 +247,8 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8800000000.0</elastic_modulus>
<ode>
@ -279,6 +291,8 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8800000000.0</elastic_modulus>
<ode>
@ -336,6 +350,8 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8800000000.0</elastic_modulus>
<ode>

View File

@ -24,8 +24,10 @@
</geometry>
<surface>
<contact>
<!-- Red Pine coefficients according to
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
<poissons_ratio>0.347</poissons_ratio>
<elastic_modulus>8800000000.0</elastic_modulus>
<elastic_modulus>8.8e+09</elastic_modulus>
<ode>
<kp>100000</kp>
<kd>100</kd>