Control of long‐term deflection of concrete slabs by prestressing
Solid slabs with drop panels or beams are idealized as horizontal grid of rigidly connected short prismatic members, subjected to gravity loads, and prestressing forces. Creep and shrinkage of concrete and relaxation of prestressing reinforcement are considered. The effect of transient loading induc...
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| Veröffentlicht in: | Structural concrete : journal of the FIB 2019-12, Vol.20 (6), p.1816-1827 |
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| container_title | Structural concrete : journal of the FIB |
| container_volume | 20 |
| creator | Gayed, Ramez B. Ghali, Amin |
| description | Solid slabs with drop panels or beams are idealized as horizontal grid of rigidly connected short prismatic members, subjected to gravity loads, and prestressing forces. Creep and shrinkage of concrete and relaxation of prestressing reinforcement are considered. The effect of transient loading inducing cracking on long‐term deflection is accounted for. The analysis follows CEB‐FIP Model Code 2010. |
| doi_str_mv | 10.1002/suco.201800340 |
| format | Article |
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Creep and shrinkage of concrete and relaxation of prestressing reinforcement are considered. The effect of transient loading inducing cracking on long‐term deflection is accounted for. The analysis follows CEB‐FIP Model Code 2010.</description><identifier>ISSN: 1464-4177</identifier><identifier>EISSN: 1751-7648</identifier><identifier>DOI: 10.1002/suco.201800340</identifier><language>eng</language><publisher>Weinheim: WILEY‐VCH Verlag GmbH & Co. KGaA</publisher><subject>bridge deck ; concrete floor ; Concrete slabs ; creep ; Deflection ; grid analysis ; prestressed reinforcement ; Prestressing ; relaxation ; Shrinkage</subject><ispartof>Structural concrete : journal of the FIB, 2019-12, Vol.20 (6), p.1816-1827</ispartof><rights>2019 . International Federation for Structural Concrete</rights><rights>2019 fib. 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The analysis follows CEB‐FIP Model Code 2010.</description><subject>bridge deck</subject><subject>concrete floor</subject><subject>Concrete slabs</subject><subject>creep</subject><subject>Deflection</subject><subject>grid analysis</subject><subject>prestressed reinforcement</subject><subject>Prestressing</subject><subject>relaxation</subject><subject>Shrinkage</subject><issn>1464-4177</issn><issn>1751-7648</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><recordid>eNqFkM1KxDAUhYMoOI5uXRdcd8xNMkm6lOIfDMxCZx3SNBk6dJqadJDufASf0ScxQ0WXLi73wP3OPXAQuga8AIzJbTwYvyAYJMaU4RM0A7GEXHAmT5NmnOUMhDhHFzHuEp_0cobK0ndD8G3mXdb6bvv18TnYsM9q61prhsZ3x4vxnQl2sFlsdRWzasz6YOOQJjbd9hKdOd1Ge_Wz52jzcP9aPuWr9eNzebfKDQWBc6tlDUY7UktpGThnC0l0LRmtKAGquSGEC4urijJqTCELwRNNQAORjBM6RzfT3z74t0PKVzt_CF2KVIRSLAgALxK1mCgTfIzBOtWHZq_DqACrY1HqWJT6LSoZisnw3rR2_IdWL5ty_ef9BmGPbYg</recordid><startdate>201912</startdate><enddate>201912</enddate><creator>Gayed, Ramez B.</creator><creator>Ghali, Amin</creator><general>WILEY‐VCH Verlag GmbH & Co. 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Creep and shrinkage of concrete and relaxation of prestressing reinforcement are considered. The effect of transient loading inducing cracking on long‐term deflection is accounted for. The analysis follows CEB‐FIP Model Code 2010.</abstract><cop>Weinheim</cop><pub>WILEY‐VCH Verlag GmbH & Co. KGaA</pub><doi>10.1002/suco.201800340</doi><tpages>12</tpages><orcidid>https://orcid.org/0000-0002-7086-8652</orcidid></addata></record> |
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| ispartof | Structural concrete : journal of the FIB, 2019-12, Vol.20 (6), p.1816-1827 |
| issn | 1464-4177 1751-7648 |
| language | eng |
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| source | Wiley Journals |
| subjects | bridge deck concrete floor Concrete slabs creep Deflection grid analysis prestressed reinforcement Prestressing relaxation Shrinkage |
| title | Control of long‐term deflection of concrete slabs by prestressing |
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