Stirrup Requirements for Blast‐Resistant Slabs
| Autor: | Sam A. Kiger, Stanley C. Woodson |
|---|---|
| Rok vydání: | 1988 |
| Předmět: |
Test series
Materials science business.industry Mechanical Engineering Building and Construction Shear reinforcement Structural engineering Reinforced concrete Stirrup Shear (sheet metal) Mechanics of Materials Ultimate tensile strength General Materials Science Geotechnical engineering business Civil and Structural Engineering |
| Zdroj: | Journal of Structural Engineering. 114:2057-2069 |
| ISSN: | 1943-541X 0733-9445 |
| DOI: | 10.1061/(asce)0733-9445(1988)114:9(2057) |
| Popis: | Ten one-way reinforced concrete slabs were tested to investigate the effects of shear stirrups and stirrup details on ultimate capacity and tensile membrane behavior. The slabs were rigidly restrained at the supports and were loaded with a uniformly distributed pressure. Support rotations between 13°–21° (0.23 – 0.37 rad) were observed. The test series was unique due to the uniform loading and the large support rotations experienced for the conventionally reinforced concrete one-way slabs. The results of these tests indicate that requirements for shear reinforcement found in current blast-resistant design manuals are overly conservative. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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