Damage Study of Dhamdum Bridge Concrete Pier by Flowing Rock Impact
|
|
|||||||||||
Bibliographic Details
| Author(s): |
Sabbir Siddique
(Consulting Civil Engineer, Dhaka, Bangladesh)
Faria Sharmin (Bridge Design Engineer, DPM Consultants, Dhaka, Bangladesh) Sonam K. Tobgay (Bridge Design Engineer, Gyaltshen Consultancy, Thimphu, Bhutan) |
||||
|---|---|---|---|---|---|
| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022 | ||||
| Published in: | IABSE Congress Nanjing 2022 | ||||
|
|||||
| Page(s): | 1784-1790 | ||||
| Total no. of pages: | 7 | ||||
| DOI: | 10.2749/nanjing.2022.1784 | ||||
| Abstract: |
Near Samtse Dzongkhag in Bhutan, the country terrain is flat and hence the river ‘Dhamdum chu’ is very wide and remains dry during most of the time of the year. But during monsoon, rain water with melted ice from mountain, it becomes mighty. The bridge proposed over Dhamdum chu connecting the community residence to Samtse Industrial Park is a multiple span concrete bridge supported by solid concrete piers placed on open foundation. A very large span bridge was possible but not considered practical from the view point of economy and social aspect. This paper represents the output of non-linear analysis carried out during design of the bridge to ensure safety of the bridge Piers against damage by impact from flowing rock if any. Rock impact simulation of the bridge pier is done using Finite Element Code[1]. Continuous Surface Cap Model (CSCM) of concrete model is used to identify the possible damage of Pier concrete. Plastic kinematic model of steel is used to represent the reinforcing steel. Two-way automatic surface to surface contact algorithm is employed between the rock and the static Pier. |
||||
| Keywords: |
failure criteria cracking concrete damage LS DYNA impact simulation CSCM model of concrete
|
||||
| Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
| License: | This creative work is copyrighted material and may not be used without explicit approval by the author and/or copyright owner. |
||||