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Resistência ao esforço cortante de peças de concreto armado de seção transversal circular

The results of an experimental research on the shear failure of reinforced concrete members with circular cross-section are presented. Eight simply supported beams with a 3,0 m span and a 0,4 m diameter cross-section were tested by loading them with two symmetrical concentrated forces. The variable...

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Bibliografske podrobnosti
Glavni avtor: Nunes, João Carlos Alves
Format: Dissertação
Jezik:Português
Izdano: Universidade Federal do Rio de Janeiro 1981-08
Teme:
Online dostop:http://hdl.handle.net/11422/3064
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