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The influence of grouting and reinforcement ratio in the concrete block masonry compressive behavior
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 8, Iss 3, Pp 341-364
This paper presents an experimental investigation on the compressive strength and stress-strain curves of concrete block masonry with varying block and grout strengths and reinforcement ratio. The three-block prisms, built with 8.5 and 15.0 MPa block
Externí odkaz:
https://doaj.org/article/c56ce6f478f8469eb650114ac8e8eb7f
