Review of Effects of Loading Rate on Concrete in Compression
A survey of the behavior of concrete subjected to dynamic loading is presented. Since the mechanical properties of materials are functions of the rate of loading, they need to be determined with respect to straining rate in order to accurately predict the behavior of a reinforced concrete structure...
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| Veröffentlicht in: | Journal of structural engineering (New York, N.Y.) N.Y.), 1991-12, Vol.117 (12), p.3645-3659 |
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| container_issue | 12 |
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| container_title | Journal of structural engineering (New York, N.Y.) |
| container_volume | 117 |
| creator | Fu, H. C Erki, M. A Seckin, M |
| description | A survey of the behavior of concrete subjected to dynamic loading is presented. Since the mechanical properties of materials are functions of the rate of loading, they need to be determined with respect to straining rate in order to accurately predict the behavior of a reinforced concrete structure subjected to dynamic loads. Provisions for seismic design in current design codes are developed on the basis of results obtained from quasi-static tests mainly because the test results available are insufficient and inconclusive. The response of concrete to high straining rates is reviewed and discussed. The strain-rate effect is inversely proportional to the strength of concrete. As rate of loading increases, compressive strength, modulus of elasticity, and the slope of the descending portion of the stress-strain curve of concrete increase. |
| doi_str_mv | 10.1061/(ASCE)0733-9445(1991)117:12(3645) |
| format | Article |
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C ; Erki, M. A ; Seckin, M</creator><creatorcontrib>Fu, H. C ; Erki, M. A ; Seckin, M</creatorcontrib><description>A survey of the behavior of concrete subjected to dynamic loading is presented. Since the mechanical properties of materials are functions of the rate of loading, they need to be determined with respect to straining rate in order to accurately predict the behavior of a reinforced concrete structure subjected to dynamic loads. Provisions for seismic design in current design codes are developed on the basis of results obtained from quasi-static tests mainly because the test results available are insufficient and inconclusive. The response of concrete to high straining rates is reviewed and discussed. The strain-rate effect is inversely proportional to the strength of concrete. As rate of loading increases, compressive strength, modulus of elasticity, and the slope of the descending portion of the stress-strain curve of concrete increase.</description><identifier>ISSN: 0733-9445</identifier><identifier>EISSN: 1943-541X</identifier><identifier>DOI: 10.1061/(ASCE)0733-9445(1991)117:12(3645)</identifier><identifier>CODEN: JSENDH</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Building structure ; Buildings. 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C</creatorcontrib><creatorcontrib>Erki, M. A</creatorcontrib><creatorcontrib>Seckin, M</creatorcontrib><title>Review of Effects of Loading Rate on Concrete in Compression</title><title>Journal of structural engineering (New York, N.Y.)</title><description>A survey of the behavior of concrete subjected to dynamic loading is presented. Since the mechanical properties of materials are functions of the rate of loading, they need to be determined with respect to straining rate in order to accurately predict the behavior of a reinforced concrete structure subjected to dynamic loads. Provisions for seismic design in current design codes are developed on the basis of results obtained from quasi-static tests mainly because the test results available are insufficient and inconclusive. The response of concrete to high straining rates is reviewed and discussed. The strain-rate effect is inversely proportional to the strength of concrete. As rate of loading increases, compressive strength, modulus of elasticity, and the slope of the descending portion of the stress-strain curve of concrete increase.</description><subject>Applied sciences</subject><subject>Building structure</subject><subject>Buildings. Public works</subject><subject>Construction (buildings and works)</subject><subject>Exact sciences and technology</subject><subject>Reinforced concrete structure</subject><subject>TECHNICAL PAPERS</subject><issn>0733-9445</issn><issn>1943-541X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1991</creationdate><recordtype>article</recordtype><recordid>eNqFkE1LAzEURYMoWKv_YRYi7WI0Lx_zIS4sdbRKUWgVxE3IZDIypZ3UpFX89ya2duvq3cDh5r2DUB_wOeAELnqD6bDo45TSOGeM9yDPoQ-QXgLp0YTx_h7qQM5ozBm87qPOjjxER87NMMYph6yDrib6s9Ffkamjoq61WrkQx0ZWTfseTeRKR6aNhqZVVvvchLxYWu1cY9pjdFDLudMn29lFL7fF83AUj5_u7oeDcSwZ8FWc5qnStJIqKUFJxXSVM0gyUmIClKhEJZkmlcokpSUlXPKsVByrilOW5kmlaRedbXqX1nystVuJReOUns9lq83aCeKPzAETD15vQGWNc1bXYmmbhbTfArAI3oQI3kSwIYINEbwJ700AEcGbrzjd_iWdkvPaylY1bteTcEI22NsG85QWM7O2rTcgHqbF483I2_WVOAyCcajFv4-_Jf7b4Qd_o4XP</recordid><startdate>19911201</startdate><enddate>19911201</enddate><creator>Fu, H. C</creator><creator>Erki, M. 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| identifier | ISSN: 0733-9445 |
| ispartof | Journal of structural engineering (New York, N.Y.), 1991-12, Vol.117 (12), p.3645-3659 |
| issn | 0733-9445 1943-541X |
| language | eng |
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| source | American Society of Civil Engineers:NESLI2:Journals:2014 |
| subjects | Applied sciences Building structure Buildings. Public works Construction (buildings and works) Exact sciences and technology Reinforced concrete structure TECHNICAL PAPERS |
| title | Review of Effects of Loading Rate on Concrete in Compression |
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