Cracking due to temperature gradient in concrete
| dc.contributor.author | Prasanna, W.G.J. | |
| dc.contributor.author | Subhashini, A.P. | |
| dc.contributor.author | Jayawardhana, A.M.C.C. | |
| dc.date.accessioned | 2020-03-04T08:03:19Z | |
| dc.date.available | 2020-03-04T08:03:19Z | |
| dc.date.issued | 2010 | |
| dc.identifier.citation | Engineer, 43(4):p.43-47 | |
| dc.identifier.uri | https://dl-iesl.nsf.gov.lk/handle/1/2093 | |
| dc.publisher | The Institution of Engineers:Colombo | |
| dc.subject | Surface gradient analysis | |
| dc.subject | Balanced temperature | |
| dc.subject | Tensile strain capacity | |
| dc.title | Cracking due to temperature gradient in concrete | |
| dc.type | Article |