unit 6 - Complex Stress & Strain
1 Introduction 0:19:36
2 Stress condition in iclined plane under 1D stress condition 0:25:44
3 Stress analysis under 2D stress condition (Analytical method) 1:08:28
4 Summary of analytical method 0:25:32
5 Thita calculation in analytical method (imp) 0:16:45
6 DTP (W/B CQ 1) 0:14:45
7 DTP (W/B CQ 2) 0:09:33
8 DTP (W/B CQ 3) 0:16:06
9 W/B MCQ & NAT Q No. 1 0:29:10
10 Normal stress in two perpendicular plane 0:24:54
11 Shear stress in two perpendicular planes 0:24:04
12 DTP (W/B CQ 4) 0:15:36
13 Principle plane & principle stresses 1:08:55
14 Summary of principle planes & stresses 0:07:44
15 DTP (W/B CQ 5) 0:14:58
16 In plane maximum shear stress 0:59:13
17 Summary of in plane maximum shear stress 0:08:09
18 DTP (W/B CQ 6) 0:09:46
19 Introduction of mohr circle 0:31:37
20 Mohr circle method 0:57:11
21 DTP (W/B CQ 2) 0:27:32
22 Various parameter by using mohr circle 0:52:35
23 DTP (W/B CQ 7) 0:30:50
24 DTP (W/B CQ 8) 0:45:03
25 DTP (W/B CQ 9) 0:21:03
26 Pure shear 0:23:47
27 One special case 0:12:52
28 Resultant stress and angle of obliquity (W/B CQ 10)
29 Principle stress in 3D analysis (W/B CQ 11,12) 0:31:51
30 Maximum shear stress in 3D analysis 0:32:18
31 W/B MCQ & NAT Q No. 2,3 & 7 0:06:45
32 W/B MCQ & NAT Q No. 8,4,10,9,5,6 &11 0:44:46
33 Calculation of stress from strain and strain from stress 0:38:37
34 Analysis of complex strain 0:31:41
35 Summary of plain strain 0:19:11
36 DTP (W/B CQ 13) 0:14:01
37 DTP (W/B CQ 14) 0:12:14
38 Various parameterin 2D strain problem 0:13:33
39 Principle strain and maximum shear strain under 3D strain condition 0:15:10
40 W/B MCQ & NAT Q No. 12,13 0:25:27
41 Is 2D strain means 2D stress and 2D stress means 2D strain 0:12:51
42 Strain rosette 0:21:06
43 DTP (W/B CQ 14) 0:21:14
44 W/B ESE (ME) Q.No. 2,6,1,3 & 4 0:14:51
45 Stress, strain & Area MOI are second order tensor