SELF-INDUCED STRESS AND RESULTANT CRACKS IN REINFORCED ULTRA HIGH-STRENGTH CONCRETE COLUMN: Part 1 Experimental study on the effect of temperature history

In this research, reinforced concrete (RC) columns with ultra-high strength concrete were tested with regard to self-induced stress by autogenous shrinkage and temperature history. Parameters of experiment are reinforcement ratio, and temperature of fresh concrete. As a result, 1) ultra-high strengt...

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Veröffentlicht in:	Journal of Structural and Construction Engineering (Transactions of AIJ) 2008/07/30, Vol.73(629), pp.1035-1042
Hauptverfasser:	MARUYAMA, Ippei, SUZUKI, Masahiro, NAKASE, Hirokazu, SATO, Ryoichi
Format:	Artikel
Sprache:	jpn
Schlagworte:	Autogenous shrinkage placing season Self-induced stress Ultra high-strength concrete
Online-Zugang:	Volltext
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