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Surface properties influence crack width only under pulsating load; width was reduced when deformed bars were used; failure of most beams caused by slip of bar ends; beams reinforced with deformed bars have as large deflections as beams reinforced with plain bars, when reinforcement stresses are the same. English abstract p 45-6.
Surface properties influence crack width only under pulsating load; width was reduced when deformed bars were used; failure of most beams caused by slip of bar ends; beams reinforced with deformed bars have as large deflections as beams reinforced with plain bars, when reinforcement stresses are the same. English abstract p 45-6.
High grade steel as reinforcement in concrete beams
Hogvardigt stal som Armering i Betongbalkar
Orbom, B. (author)
1948
46 pages
Article (Journal)
Swedish
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