| contributor author | Radhakrishna G. Pillai | |
| contributor author | Kenneth F. Reinschmidt | |
| contributor author | David Trejo | |
| contributor author | Paolo Gardoni | |
| contributor author | Mary Beth D. Hueste | |
| date accessioned | 2017-05-08T21:57:15Z | |
| date available | 2017-05-08T21:57:15Z | |
| date copyright | August 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29mt%2E1943-5533%2E0000975.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/67334 | |
| description abstract | The steel strands in posttensioned (PT) concrete systems are typically embedded inside cementitious grout for protection from the environment. However, strands not embedded in grout have been observed in PT systems. The exposed strand is susceptible to corrosion, and particularly the location where the strand protrudes from the grout (i.e., grout-air-steel interface) is more vulnerable to corrosion. Prediction of the tension capacity ( | |
| publisher | American Society of Civil Engineers | |
| title | Predicting Residual Tensile Strength of Seven-Wire Strands Using That of Single Wires Exposed to Chloride Environments | |
| type | Journal Paper | |
| journal volume | 26 | |
| journal issue | 8 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0000933 | |
| tree | Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 008 | |
| contenttype | Fulltext | |
