1 00:00:00,104 --> 00:00:02,687 (gentle music) 2 00:00:09,280 --> 00:00:10,280 - [Announcer] Bridge engineers, 3 00:00:10,280 --> 00:00:13,060 working with the strut and tie modeling technique. 4 00:00:13,060 --> 00:00:16,610 Now have a much clear understanding of its design needs. 5 00:00:16,610 --> 00:00:17,830 Thanks to researchers 6 00:00:17,830 --> 00:00:20,180 with the Center For Transportation Research 7 00:00:20,180 --> 00:00:22,100 at the University of Texas. 8 00:00:22,100 --> 00:00:24,500 In part, the strut and tie analysis 9 00:00:24,500 --> 00:00:28,830 will help create safer bridges and more consistent designs. 10 00:00:28,830 --> 00:00:31,760 - So the specification currently requires footings 11 00:00:31,760 --> 00:00:34,760 to be designed by strut and tie analysis, 12 00:00:34,760 --> 00:00:36,820 but the strut and tie analysis provisions 13 00:00:36,820 --> 00:00:40,720 were based on the testing of deep beams and not footings. 14 00:00:40,720 --> 00:00:43,890 So this research was hoping to extend the knowledge 15 00:00:45,020 --> 00:00:48,450 and better represent the footing behavior. 16 00:00:48,450 --> 00:00:53,300 - Designers were making a variety of different decisions 17 00:00:53,300 --> 00:00:55,920 because the specifications are not clear 18 00:00:55,920 --> 00:00:59,160 as to the decision making process 19 00:00:59,160 --> 00:01:03,430 that resulted in some design details 20 00:01:03,430 --> 00:01:05,320 with constructability issues 21 00:01:05,320 --> 00:01:08,040 some details that are overly conservative 22 00:01:08,040 --> 00:01:13,040 and others that made TxDOT engineers question 23 00:01:13,210 --> 00:01:15,657 their viability. 24 00:01:15,657 --> 00:01:16,910 - The research was successful 25 00:01:16,910 --> 00:01:18,280 in accomplishing our main goal. 26 00:01:18,280 --> 00:01:20,440 We were able to refine the design procedures 27 00:01:20,440 --> 00:01:23,000 and increase our understanding of the footing behavior. 28 00:01:23,000 --> 00:01:27,630 This was accomplished by 16 full-scale test specimens 29 00:01:27,630 --> 00:01:31,180 and then Finite Element Analysis to verify the test results 30 00:01:31,180 --> 00:01:32,680 of the physical tests. 31 00:01:32,680 --> 00:01:36,150 - We tested some footings in a scale 32 00:01:36,150 --> 00:01:39,790 and loading scheme that is more realistic if you will 33 00:01:39,790 --> 00:01:43,010 than what's been done before or more comprehensive 34 00:01:43,010 --> 00:01:45,300 is probably a better way of putting it. 35 00:01:45,300 --> 00:01:47,630 Detailed Finite Element Analysis 36 00:01:47,630 --> 00:01:50,620 to where additional insights were gained 37 00:01:50,620 --> 00:01:54,090 led our team to reach conclusions 38 00:01:56,080 --> 00:01:59,070 that basically provided a lot of clarification 39 00:01:59,070 --> 00:02:00,810 as to what to do and what not to do. 40 00:02:00,810 --> 00:02:02,550 - We will look at all of the recommendations 41 00:02:02,550 --> 00:02:03,383 and they were a lot. 42 00:02:03,383 --> 00:02:06,840 This research project was really like, 43 00:02:06,840 --> 00:02:08,680 six research projects put together. 44 00:02:08,680 --> 00:02:11,230 There was a lot of information we got from this. 45 00:02:11,230 --> 00:02:13,300 So we'll look at all of their recommendations 46 00:02:13,300 --> 00:02:15,100 and decide which ones we wanna adopt. 47 00:02:15,100 --> 00:02:18,253 And we may change our design practice accordingly. 48 00:02:19,330 --> 00:02:20,420 - [Announcer] For more information 49 00:02:20,420 --> 00:02:22,970 and define the publications for this project. 50 00:02:22,970 --> 00:02:25,860 Please visit the TxDOT Research Library 51 00:02:25,860 --> 00:02:27,393 at the link shown below.