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- W2046435699 abstract "A simplified method is presented for the analysis of creep and shrinkage effects in reinforced concrete flexural members. The cracked rectangular section of the member is Replaced by an idealized equivalent I-section. Basic concrete behavior is represented by the dischinger equation of state in the present paper; however, the idealized I-section can be used equally well with other constitutive relations. A general equation is derived for the time-varying behavior of the flexural member. A comparison of calculations made using the simplified analysis and using a more accurate analysis shows good agreement. /Author/" @default.
- W2046435699 created "2016-06-24" @default.
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- W2046435699 date "1973-01-01" @default.
- W2046435699 modified "2023-09-27" @default.
- W2046435699 title "SIMPLIFIED MODEL OF CREEP AND SHRINKAGE EFFECTS IN REINFORCED CONCRETE FLEXURAL MEMBERS" @default.
- W2046435699 hasPublicationYear "1973" @default.
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