A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Influence of stirrups and compression reinforcements on behavior of compression zone in reinforced concrete members
Study was made of reinforcement effect in reinforced concrete members under short-time bending loads up to failure; in particular, reinforcement effect was studied on compressive strain in extreme fiber, on distance of internal compressive force from external fiber under compression, and on ratio between average stress in compression zone and cube strength; compared with unreinforced members, stirrups increase flexural capacity of reinforced member by 5-15% and up to 50% in heaviest stirrup reinforcement studied.
Influence of stirrups and compression reinforcements on behavior of compression zone in reinforced concrete members
Study was made of reinforcement effect in reinforced concrete members under short-time bending loads up to failure; in particular, reinforcement effect was studied on compressive strain in extreme fiber, on distance of internal compressive force from external fiber under compression, and on ratio between average stress in compression zone and cube strength; compared with unreinforced members, stirrups increase flexural capacity of reinforced member by 5-15% and up to 50% in heaviest stirrup reinforcement studied.
Influence of stirrups and compression reinforcements on behavior of compression zone in reinforced concrete members
Der Einfluss von Buegeln und Druckstaeben auf das Verhalten der Biegedruckzone von Stahlbetonbalken
Ruesch, H. (author) / Stoeckl, S. (author)
1963
75 pages
Article (Journal)
German
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Shear Strength of FRP Reinforced Concrete Members with Stirrups
| Online Contents | 2015
Shear Strength of FRP Reinforced Concrete Members with Stirrups
| British Library Online Contents | 2015