Matches in SemOpenAlex for { <https://semopenalex.org/work/W3146773134> ?p ?o ?g. }
- W3146773134 abstract "highlights � The mechanical properties of glued-in rebar timber joints were investigated. � Four typical failure modes were observed during the testing. � Bond stress-slip relationship of glued-in rebar joint was characterized by a two-branches model. � The variation in glue-line thickness was within a reasonable range for glued-in rebar joint. graphical a bstract abstract This paper presents an experimental program for testing glued-in rebar timber joints. Twenty five glulam specimens, each with a single glued-in rebar parallel to the grain were tested to evaluate the effects of anchorage length and glue-line thickness on pull-out strength and bond behaviour of glued-in rebar timber joints. Tests were conducted in pull-pull configuration. The test results showed that both the anchorage length and glue-line thickness had a significant influence on these two properties. Failure modes were characterized by pull out failure of the rebar, either alone or combined with the shear failure of timber along the glue line, longitudinal splitting of wood and bar yielding. For the same anchorage length, the average bond stress at both interfaces showed different variations (increasing by 11.6% at the bar/adhesive interface, and decreasing by 12% at the adhesive/timber interface) since the glue-line thickness increased from 2 mm to 6 mm. The load-slip relationship and initial stiffness of specimens were analysed in terms of anchorage length and glue-line thickness. An empirical bond-slip model for glued-in rebar timber joint was proposed by regression analysis based on the experimental data. It was observed that the proposed model fit the bond-slip relationship of glued in rebar timber joints with less than 15% deviation. Finally, the test results were compared with the design proposals reported in the literatures. It can be concluded that the prediction of Rossignon design proposal was more closely to the test results, and the Steiger design equation was unsafe, however, the Riberholt design equation was too conservative for the joint design." @default.
- W3146773134 created "2021-04-13" @default.
- W3146773134 creator A5018342513 @default.
- W3146773134 creator A5022199685 @default.
- W3146773134 creator A5034855391 @default.
- W3146773134 creator A5063196146 @default.
- W3146773134 creator A5064032265 @default.
- W3146773134 creator A5090498632 @default.
- W3146773134 date "2014-01-01" @default.
- W3146773134 modified "2023-10-03" @default.
- W3146773134 title "Construction and Building Materials" @default.
- W3146773134 cites W1482889986 @default.
- W3146773134 cites W1483321600 @default.
- W3146773134 cites W1483625468 @default.
- W3146773134 cites W1564466679 @default.
- W3146773134 cites W1930939558 @default.
- W3146773134 cites W1963960955 @default.
- W3146773134 cites W1975643126 @default.
- W3146773134 cites W1975792593 @default.
- W3146773134 cites W1981172597 @default.
- W3146773134 cites W1981317385 @default.
- W3146773134 cites W1986799409 @default.
- W3146773134 cites W1988518016 @default.
- W3146773134 cites W1989246811 @default.
- W3146773134 cites W1991837062 @default.
- W3146773134 cites W1992720570 @default.
- W3146773134 cites W1998879057 @default.
- W3146773134 cites W1999228685 @default.
- W3146773134 cites W1999741262 @default.
- W3146773134 cites W2003460106 @default.
- W3146773134 cites W2006101240 @default.
- W3146773134 cites W2006302271 @default.
- W3146773134 cites W2009386565 @default.
- W3146773134 cites W2010031105 @default.
- W3146773134 cites W2015955191 @default.
- W3146773134 cites W20184384 @default.
- W3146773134 cites W2025344046 @default.
- W3146773134 cites W2028592250 @default.
- W3146773134 cites W2028789463 @default.
- W3146773134 cites W2032442178 @default.
- W3146773134 cites W2040356970 @default.
- W3146773134 cites W2044471771 @default.
- W3146773134 cites W2045259560 @default.
- W3146773134 cites W2050704898 @default.
- W3146773134 cites W2051983408 @default.
- W3146773134 cites W2052736184 @default.
- W3146773134 cites W2057165729 @default.
- W3146773134 cites W2064983637 @default.
- W3146773134 cites W2068295750 @default.
- W3146773134 cites W2077986218 @default.
- W3146773134 cites W2078490452 @default.
- W3146773134 cites W2082674413 @default.
- W3146773134 cites W2083916367 @default.
- W3146773134 cites W2086525272 @default.
- W3146773134 cites W2087048159 @default.
- W3146773134 cites W2108033375 @default.
- W3146773134 cites W2118892139 @default.
- W3146773134 cites W2120881458 @default.
- W3146773134 cites W2134924775 @default.
- W3146773134 cites W2139178395 @default.
- W3146773134 cites W2140283045 @default.
- W3146773134 cites W2155055857 @default.
- W3146773134 cites W219240168 @default.
- W3146773134 cites W2203128851 @default.
- W3146773134 cites W2313294195 @default.
- W3146773134 cites W2355056069 @default.
- W3146773134 cites W2355212211 @default.
- W3146773134 cites W2373842358 @default.
- W3146773134 cites W2380401163 @default.
- W3146773134 cites W2382127655 @default.
- W3146773134 cites W2393848461 @default.
- W3146773134 cites W2499416527 @default.
- W3146773134 cites W2613284691 @default.
- W3146773134 cites W2902596211 @default.
- W3146773134 cites W2949428629 @default.
- W3146773134 cites W2531232253 @default.
- W3146773134 cites W2767395640 @default.
- W3146773134 hasPublicationYear "2014" @default.
- W3146773134 type Work @default.
- W3146773134 sameAs 3146773134 @default.
- W3146773134 citedByCount "0" @default.
- W3146773134 crossrefType "journal-article" @default.
- W3146773134 hasAuthorship W3146773134A5018342513 @default.
- W3146773134 hasAuthorship W3146773134A5022199685 @default.
- W3146773134 hasAuthorship W3146773134A5034855391 @default.
- W3146773134 hasAuthorship W3146773134A5063196146 @default.
- W3146773134 hasAuthorship W3146773134A5064032265 @default.
- W3146773134 hasAuthorship W3146773134A5090498632 @default.
- W3146773134 hasConcept C127413603 @default.
- W3146773134 hasConcept C146978453 @default.
- W3146773134 hasConcept C159985019 @default.
- W3146773134 hasConcept C18555067 @default.
- W3146773134 hasConcept C192562407 @default.
- W3146773134 hasConcept C195268267 @default.
- W3146773134 hasConcept C2778664469 @default.
- W3146773134 hasConcept C2779227376 @default.
- W3146773134 hasConcept C2779372316 @default.
- W3146773134 hasConcept C2779937294 @default.
- W3146773134 hasConcept C66938386 @default.
- W3146773134 hasConcept C68928338 @default.