ANALYSIS OF CFFT PILE FOUNDATION SUBJECTED TO BLAST LOADING USING ANSYS
| Author(s) | : | Athira Raj, Afi R Sudhakar |
| Institution | : | M Tech student, SreeNarayana Institute of Technology, Department of Civil Engineering |
| Published In | : | Vol. 5, Issue 3 — March 2018 |
| Page No. | : | 1624-1629 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
It has been observed from past incidents of terrorist explosive threats that performance of building andresponse of bridges are greatly affected .So it is important to examine the adverse effects of blast loading. This papermakes an attempt to make an analysis of bridge pile foundation subjected to surface explosion. Concrete filled FRPtubes(CFFTs) are known to improve the resistance of a conventional reinforced member by strengthening, protectingand confining the RC core .In this work blast effect on CFFT pile and RC pile to findout which pile configuration showsbetter performance under blast load. For this purpose finite element tool ANSYS AUTODYN hydrocode software is used.
Athira Raj, Afi R Sudhakar, “ANALYSIS OF CFFT PILE FOUNDATION SUBJECTED TO BLAST LOADING USING ANSYS”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 5, Issue 3, pp. 1624-1629, March 2018.
