Durability And Behavior Of Prestressed Concrete Beams
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Durability and Behavior of Prestressed Concrete Beams
| Author | : E. C. Roshore |
| Publsiher | : Unknown |
| Total Pages | : 58 |
| Release | : 1971 |
| Genre | : Concrete |
| ISBN | : UOM:39015086518530 |
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Durability and Behavior of Prestressed Concrete Beams
| Author | : Edward F. O'Neil |
| Publsiher | : Unknown |
| Total Pages | : 44 |
| Release | : 1976 |
| Genre | : Prestressed concrete beams |
| ISBN | : UOM:39015086518407 |
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Durability and Behavior of Prestressed Concrete Beams
| Author | : E. C. Roshore |
| Publsiher | : Unknown |
| Total Pages | : 64 |
| Release | : 1967 |
| Genre | : Concrete |
| ISBN | : UOM:39015095064369 |
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Durability and Behavior of Prestressed Concrete Beams
| Author | : Waterways Experiment Station (U.S.). Concrete Laboratory,Edward F. O'Neil,Glenn L. Odom |
| Publsiher | : Unknown |
| Total Pages | : 26 |
| Release | : 1976 |
| Genre | : Concrete |
| ISBN | : OCLC:11464854 |
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Durability and Behavior of Prestressed Concrete Beams
| Author | : Edward F. O'Neil |
| Publsiher | : Unknown |
| Total Pages | : 178 |
| Release | : 1977 |
| Genre | : Concrete |
| ISBN | : UOM:39015086518399 |
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Durability and Behavior of Prestressed Concrete Beams
| Author | : Waterways Experiment Station (U.S.) |
| Publsiher | : Unknown |
| Total Pages | : 70 |
| Release | : 1961 |
| Genre | : Girders |
| ISBN | : UVA:X001745301 |
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Durability and Behavior of Prestressed Concrete Beams
| Author | : E. C. Roshore |
| Publsiher | : Unknown |
| Total Pages | : 60 |
| Release | : 1971 |
| Genre | : Concrete |
| ISBN | : UOM:39015095064377 |
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Flexural Behavior of Prestressed Concrete Composite Tee beams
| Author | : James Bryson,E. F. Carpenter |
| Publsiher | : Unknown |
| Total Pages | : 24 |
| Release | : 1970 |
| Genre | : Technology & Engineering |
| ISBN | : UOM:39015031961645 |
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Prestressed Tee-beams constructed by the split-beam method were tested to failure in flexure to study the behavior and ultimate strength of these beams and to compare their flexural characteristics with those of prestressed beams of conventional construction. Results showed that composite split-beams behaved similarly to the monolithically constructed beams on the basis of flexural response and ultimate load.