Sentence examples for masonry support from inspiring English sources

The present paper deals with the problem of the detachment of fiber reinforced polymer (FRP) from a masonry support.

In this paper an experimental investigation on bond adhesion between sustainable composite material and masonry support was carried out in the Civil Engineering Laboratory of the University of Calabria.

In this paper, debonding phenomena between carbon fiber reinforced polymer (CFRP) strips and masonry support were investigated on the basis of single-lap shear tests, considering different dimensions of the bond length.

Several parametric analyses were conducted to estimate the effect of the primary bond law parameters on the global behaviour of the specimens and to determine the effective bonded length for the investigated masonry support.

The need of eco-compatibility of bonding material with masonry support implies the use of Hydraulic Lime Mortar (HLM) as bonding matrix that, in contrast, is characterized by lower adhesion capacity respect to polymeric resins and not well-known carrying-load properties.

The house is 2,692 square feet and built on masonry supports, making it a good candidate for being moved.

But in its place sits one of the great architectural ripostes of New York, a lugubriously postmodern but definitely Classical folly, a circular, roofless ring of masonry supported by pairs of columns.

Although it has been used in all forms of construction since ancient times (Mesopotamian temples featured decorative buttresses, as did Roman and Byzantine structures), the buttress is especially associated with the Gothic era, when simpler, hidden masonry supports developed into what is known as the flying buttress.

Results of more than 250 bond tests, reported in the literature and carried out over different masonry supports, clay bricks and natural stones, are collected and examined.

This paper investigates the bond behaviour of carbon and glass fibre reinforced polymers (FRPs) glued on various kinds of masonry supports.

Moreover, in the case of masonry structures strengthened with fiber reinforced polymers (FRP), particular regards has to be addressed not only to the masonry material model but also to the modeling of FRP-system, taking into account the complex phenomena characterizing the interaction between the FRP and the masonry supports.