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synced 2025-09-15 12:58:56 +08:00
switch to scientific notation, and add sources.
This commit is contained in:
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dd0e4775a6
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@ -24,9 +24,9 @@
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</geometry>
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<surface>
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<contact>
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<!-- stainless steel 18-8 -->
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<!-- stainless steel 18-8 material properties -->
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<poissons_ratio>0.305</poissons_ratio>
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<elastic_modulus>200000000000.0</elastic_modulus>
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<elastic_modulus>2.0e+11</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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@ -24,8 +24,10 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8800000000.0</elastic_modulus>
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<elastic_modulus>8.8e+09</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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@ -25,7 +25,7 @@
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<contact>
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<!-- glass -->
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<poissons_ratio>0.22</poissons_ratio>
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<elastic_modulus>51000000000.0</elastic_modulus>
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<elastic_modulus>5.1e+10</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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@ -24,8 +24,10 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8800000000.0</elastic_modulus>
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<elastic_modulus>8.8e+09</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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@ -23,8 +23,9 @@
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</geometry>
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<surface>
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<contact>
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<!-- typical acrylic plastic material properties -->
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<poissons_ratio>0.35</poissons_ratio>
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<elastic_modulus>310264077.6</elastic_modulus>
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<elastic_modulus>3.102640776e+08</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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@ -28,7 +28,7 @@
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<contact>
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<!-- tin (wikipedia) -->
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<poissons_ratio>0.36</poissons_ratio>
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<elastic_modulus>50000000000.0</elastic_modulus>
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<elastic_modulus>5.0e+10</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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@ -28,7 +28,7 @@
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<contact>
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<!-- tin (wikipedia) -->
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<poissons_ratio>0.36</poissons_ratio>
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<elastic_modulus>50000000000.0</elastic_modulus>
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<elastic_modulus>5.0e+10</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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@ -23,8 +23,10 @@
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</geometry>
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<surface>
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<contact>
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<!-- Portland Cement Concrete material properties taken from
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ftp://www.clrp.cornell.edu/CDOT/Handouts/4c%20%20Materials%20Table.pdf -->
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<poissons_ratio>0.15</poissons_ratio>
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<elastic_modulus>20000000000.0</elastic_modulus>
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<elastic_modulus>2.0e+10</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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@ -25,7 +25,7 @@
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<contact>
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<!-- stainless steel 18-8 -->
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<poissons_ratio>0.305</poissons_ratio>
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<elastic_modulus>200000000000.0</elastic_modulus>
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<elastic_modulus>2.0e+11</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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@ -23,9 +23,9 @@
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</geometry>
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<surface>
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<contact>
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<!-- stainless steel 18-8 -->
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<!-- stainless steel 18-8 material properties -->
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<poissons_ratio>0.305</poissons_ratio>
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<elastic_modulus>200000000000.0</elastic_modulus>
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<elastic_modulus>2.0e+11</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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@ -25,7 +25,7 @@
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<contact>
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<!-- stainless steel 18-8 -->
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<poissons_ratio>0.305</poissons_ratio>
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<elastic_modulus>200000000000.0</elastic_modulus>
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<elastic_modulus>2.0e+11</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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@ -24,11 +24,24 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8.8e+09</elastic_modulus>
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<ode>
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<max_vel>0.1</max_vel>
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<kp>100000</kp>
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<kd>1</kd>
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<max_vel>1.0</max_vel>
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<min_depth>0.001</min_depth>
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</ode>
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</contact>
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<friction>
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<torsional>
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<coefficient>1.0</coefficient>
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<use_patch_radius>0</use_patch_radius>
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<surface_radius>0.05</surface_radius>
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</torsional>
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</friction>
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</surface>
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</collision>
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@ -23,8 +23,10 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8800000000.0</elastic_modulus>
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<elastic_modulus>8.8e+09</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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@ -23,8 +23,10 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8800000000.0</elastic_modulus>
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<elastic_modulus>8.8e+09</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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@ -23,8 +23,10 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8800000000.0</elastic_modulus>
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<elastic_modulus>8.8e+09</elastic_modulus>
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<!--
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<poissons_ratio>0.495</poissons_ratio>
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<elastic_modulus>610000.0</elastic_modulus>
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@ -23,8 +23,10 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8800000000.0</elastic_modulus>
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<elastic_modulus>8.8e+09</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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@ -25,8 +25,10 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8800000000.0</elastic_modulus>
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<elastic_modulus>8.8e+09</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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@ -27,8 +27,10 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8800000000.0</elastic_modulus>
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<elastic_modulus>8.8e+09</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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@ -69,6 +71,8 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8800000000.0</elastic_modulus>
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<ode>
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@ -111,6 +115,8 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8800000000.0</elastic_modulus>
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<ode>
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@ -153,6 +159,8 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8800000000.0</elastic_modulus>
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<ode>
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@ -195,6 +203,8 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8800000000.0</elastic_modulus>
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<ode>
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@ -237,6 +247,8 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8800000000.0</elastic_modulus>
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<ode>
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@ -279,6 +291,8 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8800000000.0</elastic_modulus>
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<ode>
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@ -336,6 +350,8 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8800000000.0</elastic_modulus>
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<ode>
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@ -24,8 +24,10 @@
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</geometry>
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<surface>
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<contact>
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<!-- Red Pine coefficients according to
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http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr113/ch04.pdf -->
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<poissons_ratio>0.347</poissons_ratio>
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<elastic_modulus>8800000000.0</elastic_modulus>
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<elastic_modulus>8.8e+09</elastic_modulus>
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<ode>
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<kp>100000</kp>
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<kd>100</kd>
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