1986
DOI: 10.1061/(asce)0733-9445(1986)112:2(207)
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Factors Affecting Strength of Epoxy‐Repaired Timber

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Cited by 9 publications
(2 citation statements)
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“…Gonzales et al [32] conducted a pull-out test of a low yield point bolt bar glued-in rod connection and the results showed that the rods yielded to failure when the anchorage length reached 10d, thus showing that the GIR connections could achieve ductile failure through a reasonable design. Advent [33] investigated the factors affecting the strength of GIR connections in wood structures and showed that the shear bond strength increased with the increase in wood shear strength. It was also determined that the main factors affecting the strength are the ratio of bond length to member thickness and the direction.…”
Section: Anchor Length and Diametermentioning
confidence: 99%
“…Gonzales et al [32] conducted a pull-out test of a low yield point bolt bar glued-in rod connection and the results showed that the rods yielded to failure when the anchorage length reached 10d, thus showing that the GIR connections could achieve ductile failure through a reasonable design. Advent [33] investigated the factors affecting the strength of GIR connections in wood structures and showed that the shear bond strength increased with the increase in wood shear strength. It was also determined that the main factors affecting the strength are the ratio of bond length to member thickness and the direction.…”
Section: Anchor Length and Diametermentioning
confidence: 99%
“…Segundo p14-18 , em reparos semiestruturais, é utilizado para encher os vazios ou reparar superfícies de apoio. Avent (1985) apud p14-18 descrevem seis tipos básicos de sistemas epóxi para reparos estruturais (Tipo A), e reparos semiestruturais (Tipo B), como se segue:…”
Section: Adesivos Epóxiunclassified