Aplicación de las ecuaciones de energía y de cantidad de movimiento en el cálculo de bloques de anclajes para tuberías
When installing pipes under internal pressure, there are changes in direction and in the assembling of special parts. Dynamic forces, thrusts or efforts tend to disengage them. That’s why building anchor blocks are essential. They will absorb the thrusts and efforts produced by fluid energy to guara...
Saved in:
| 主要作者: | |
|---|---|
| 格式: | article |
| 語言: | spa |
| 出版: |
2014
|
| 主題: | |
| 在線閱讀: | http://repositorio.ulvr.edu.ec/handle/44000/3759 |
| 標簽: |
添加標簽
沒有標簽, 成為第一個標記此記錄!
|
添加標簽 | 總結: | When installing pipes under internal pressure, there are changes in direction and in the assembling of special parts. Dynamic forces, thrusts or efforts tend to disengage them. That’s why building anchor blocks are essential. They will absorb the thrusts and efforts produced by fluid energy to guarantee the stability of the system. The bearing capacity of the anchor block is defined by two components: 1) the component due to the weight of the anchor block, and 2) the component generated by the friction force between the anchor block and the terrain. While for the straight pipe we can assume that the efforts and thrusts produced by the fluid are absorbed by soil compaction in the trench. |
|---|