Abstract
Effects of various parameters such as reinforcement ratio and distribution of steel bars were experimentally examined for high strength concrete tensile members. A fracture energy approach is proposed to predict the response of the members. It was found that high strength concrete members require greater minimum reinforcement ratio than normal strength concrete members.
| Original language | English (US) |
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| Pages | 431-442 |
| Number of pages | 12 |
| State | Published - 1996 |
| Event | Proceedings of the 1996 CCMS of the ASCE Symposium in Conjunction with Structures Congress XIV - Chicago, IL, USA Duration: Apr 15 1996 → Apr 18 1996 |
Other
| Other | Proceedings of the 1996 CCMS of the ASCE Symposium in Conjunction with Structures Congress XIV |
|---|---|
| City | Chicago, IL, USA |
| Period | 4/15/96 → 4/18/96 |
ASJC Scopus subject areas
- Building and Construction
- Architecture