contributor author | H. C. Fu | |
contributor author | M. A. Erki | |
contributor author | M. Seckin | |
date accessioned | 2017-05-08T20:54:02Z | |
date available | 2017-05-08T20:54:02Z | |
date copyright | December 1991 | |
date issued | 1991 | |
identifier other | %28asce%290733-9445%281991%29117%3A12%283660%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31030 | |
description abstract | A survey of the behavior of reinforced concrete subjected to dynamic loading is presented. Provisions for seismic design in current design codes have been developed on the basis of results obtained from static tests. Realistic methods of design should take into consideration the strain‐rate‐dependent properties of reinforced concrete in order to accurately predict the behavior of a reinforced concrete structure subjected to dynamic loads. The response of reinforced concrete materials and elements to different strain rates is reviewed and discussed. As rate of loading increases, concrete compressive strength, steel yield strength, and flexural capacity of reinforced concrete member also increase. The increase in flexural capacity of individual members as a result of high strain rates, if significant, may shift the failure mode of a structure from a preferred ductile manner to a less desirable brittle mode. | |
publisher | American Society of Civil Engineers | |
title | Review of Effects of Loading Rate on Reinforced Concrete | |
type | Journal Paper | |
journal volume | 117 | |
journal issue | 12 | |
journal title | Journal of Structural Engineering | |
identifier doi | 10.1061/(ASCE)0733-9445(1991)117:12(3660) | |
tree | Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 012 | |
contenttype | Fulltext | |