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Untersuchungen ueber die Tragfaehigkeit netzbewehrter Beton-saeulen
Investigation of load capacity of steel-mesh reinforced concrete columns; 65 columns specimens without longitudinal reinforcement were tested; influences of cross sectional parameters, strength of concrete, and of reinforcement pattern on carrying capacity were investigated; in all tests, net reinforcement led to appreciable increase of load-carrying capacity, which could be expressed quantitatively by means of formula; with low strength concretes and high proportion of reinforcement, carrying capacity of plane concrete columns could be doubled by use of net reinforcement. (In German with English abstract) (Rec'd 1968) (07748)
Untersuchungen ueber die Tragfaehigkeit netzbewehrter Beton-saeulen
Investigation of load capacity of steel-mesh reinforced concrete columns; 65 columns specimens without longitudinal reinforcement were tested; influences of cross sectional parameters, strength of concrete, and of reinforcement pattern on carrying capacity were investigated; in all tests, net reinforcement led to appreciable increase of load-carrying capacity, which could be expressed quantitatively by means of formula; with low strength concretes and high proportion of reinforcement, carrying capacity of plane concrete columns could be doubled by use of net reinforcement. (In German with English abstract) (Rec'd 1968) (07748)
Untersuchungen ueber die Tragfaehigkeit netzbewehrter Beton-saeulen
Untersuchungen ueber die Tragfaehigkeit netzbewehrter Beton-saeulen
Weigler, H. (Autor:in) / Henzel, J. (Autor:in)
1965
54 pages
Aufsatz (Zeitschrift)
Deutsch
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