WEBVTT 1 00:00:01.280 --> 00:00:04.780 (bouncy futuristic music) 2 00:00:10.376 --> 00:00:11.925 With global climate change, 3 00:00:11.925 --> 00:00:15.985 the intensity and the frequency of severe climate increases. 4 00:00:15.985 --> 00:00:19.646 At the same time, over 50% of US population 5 00:00:19.646 --> 00:00:22.489 is concentrated in the coastal areas, 6 00:00:22.489 --> 00:00:26.545 where the properties and structure values are high, 7 00:00:26.545 --> 00:00:28.214 and the population growth rate 8 00:00:28.214 --> 00:00:30.976 outpaces the national average. 9 00:00:30.976 --> 00:00:34.189 Since most of the construction is wood based, 10 00:00:34.189 --> 00:00:36.423 hurricanes and other natural disasters 11 00:00:36.423 --> 00:00:39.797 are major threats to our homes and business. 12 00:00:39.797 --> 00:00:43.695 As the picture showing, the house were damaged by tornado. 13 00:00:43.695 --> 00:00:45.688 In the two pictures on the right side 14 00:00:45.688 --> 00:00:48.896 show the shear value of columns and beams. 15 00:00:48.896 --> 00:00:50.678 Shear value is one of the reasons 16 00:00:50.678 --> 00:00:54.845 why wooden structure is so vulnerable in extreme weather. 17 00:00:56.815 --> 00:01:00.225 Knots are inevitable part of wood material. 18 00:01:00.225 --> 00:01:04.162 Size and quantities are stated in ASTM standard 19 00:01:04.162 --> 00:01:06.079 when the lot graded. 20 00:01:06.079 --> 00:01:09.692 People always regard the knots as a kind of defect, 21 00:01:09.692 --> 00:01:13.552 which will affect the mechanical properties of wood. 22 00:01:13.552 --> 00:01:16.436 What I did is to figure out what the knots 23 00:01:16.436 --> 00:01:20.983 actually affect on longitudinal shear strength. 24 00:01:20.983 --> 00:01:24.230 I took Southern yellow pine as a test material. 25 00:01:24.230 --> 00:01:28.090 There are four variable parameters included. 26 00:01:28.090 --> 00:01:29.964 The decay and the sound knot, 27 00:01:29.964 --> 00:01:31.593 the shear plan perpendicular 28 00:01:31.593 --> 00:01:34.243 and parallel to the wood grain. 29 00:01:34.243 --> 00:01:37.531 Totally, 240 samples were tested. 30 00:01:37.531 --> 00:01:41.351 By analyzing the data, I have three hypotheses. 31 00:01:41.351 --> 00:01:44.645 First, live knots can enhance shear strength, 32 00:01:44.645 --> 00:01:48.214 while the decay knots will decrease the shear strength. 33 00:01:48.214 --> 00:01:50.937 Second, shear strengths will be larger 34 00:01:50.937 --> 00:01:52.725 when the shear plane parallel 35 00:01:52.725 --> 00:01:55.856 rather than perpendicular to the wood grain. 36 00:01:55.856 --> 00:01:58.376 Third, comparing to horizon line, 37 00:01:58.376 --> 00:02:00.167 the smaller the knot's angle, 38 00:02:00.167 --> 00:02:03.659 the larger the shear strength will be. 39 00:02:03.659 --> 00:02:05.161 When we get this result, 40 00:02:05.161 --> 00:02:08.460 it can be a reference of revising our standard. 41 00:02:08.460 --> 00:02:11.225 Besides that, some suggestions can be given 42 00:02:11.225 --> 00:02:15.005 to sawmill to help them save amounts of money. 43 00:02:15.005 --> 00:02:17.970 While this is just a small and fundamental research 44 00:02:17.970 --> 00:02:19.999 of wooden structures, 45 00:02:19.999 --> 00:02:21.799 more tests about how the knots 46 00:02:21.799 --> 00:02:24.265 affect other mechanical properties 47 00:02:24.265 --> 00:02:27.026 should be carried out in the future. 48 00:02:27.026 --> 00:02:30.526 (bouncy futuristic music)