Matches in SemOpenAlex for { <https://semopenalex.org/work/W4283326629> ?p ?o ?g. }
Showing items 1 to 91 of
91
with 100 items per page.
- W4283326629 endingPage "104806" @default.
- W4283326629 startingPage "104806" @default.
- W4283326629 abstract "Lateral loads cause extensive damage to buildings due to the weakness of bearing out-of-plane un-reinforced masonry (URM) walls. Strengthening URM walls is consequently favored by researchers aiming at achieving building and respective occupant safety. The strengthening of masonry structures with textile reinforced mortar (TRM) or steel-reinforced mortar (SRM) has become prevalent in the last two decades. This study presents an innovative method of strengthening masonry walls using mortar reinforced with high tensile strength steel (HTSS) parallel wires. For the first time, an unprecedented investigation as to the effects of the grooving method improving the load-carrying capacity and failure mechanism of masonry walls under out-of-plane loading was performed. In addition, the parallel wires steel-reinforce mortar (PW-SRM) was compared with the textile-reinforced mortar (TRM) reinforcement method. Nine walls with dimensions of 1400 × 440 × 100 mm each were reinforced through different techniques and tested under four-point out-of-plane bending. The implications of the number of glass textiles with open mesh layers, one-sided and two-sided reinforcement, engineered cementitious composites (ECC), grooves on the masonry substrate, and, the volume of HTSS wires in increasing out-of-plane loading were compared and discussed. The findings demonstrated that the best performance is related to the specimens reinforced by the PW-SRM method. Similarly, the amount of out-of-plane load-bearing capacity and energy absorption increased more than 24 and 5300 times compared to the control specimen, respectively. It was further discovered that the grooving method transferred the tensile stress created in the TRM composite to the depth of the masonry substrate, which enhanced the failure mechanism from debonding to textile rupture and increased the strength by 88% compared to the corresponding specimen without grooves." @default.
- W4283326629 created "2022-06-24" @default.
- W4283326629 creator A5003008105 @default.
- W4283326629 creator A5034372911 @default.
- W4283326629 creator A5038945801 @default.
- W4283326629 date "2022-10-01" @default.
- W4283326629 modified "2023-09-28" @default.
- W4283326629 title "A novel parallel wire steel-reinforced mortar (PW-SRM) method versus textile reinforced mortar (TRM) for out-of-plane strengthening of masonry walls" @default.
- W4283326629 cites W2004411242 @default.
- W4283326629 cites W2026745458 @default.
- W4283326629 cites W2029350250 @default.
- W4283326629 cites W2052631169 @default.
- W4283326629 cites W2053001462 @default.
- W4283326629 cites W2058418666 @default.
- W4283326629 cites W2060366921 @default.
- W4283326629 cites W2069305846 @default.
- W4283326629 cites W2069403984 @default.
- W4283326629 cites W2098106424 @default.
- W4283326629 cites W2104336412 @default.
- W4283326629 cites W2143799580 @default.
- W4283326629 cites W2170336813 @default.
- W4283326629 cites W2325172357 @default.
- W4283326629 cites W2557403013 @default.
- W4283326629 cites W2576308729 @default.
- W4283326629 cites W2601173908 @default.
- W4283326629 cites W2610622825 @default.
- W4283326629 cites W2780495606 @default.
- W4283326629 cites W2789436766 @default.
- W4283326629 cites W2901567593 @default.
- W4283326629 cites W2945021954 @default.
- W4283326629 cites W3027057337 @default.
- W4283326629 cites W3042370694 @default.
- W4283326629 cites W3112008436 @default.
- W4283326629 cites W3127417588 @default.
- W4283326629 cites W4224268462 @default.
- W4283326629 cites W4237608814 @default.
- W4283326629 cites W603831223 @default.
- W4283326629 doi "https://doi.org/10.1016/j.jobe.2022.104806" @default.
- W4283326629 hasPublicationYear "2022" @default.
- W4283326629 type Work @default.
- W4283326629 citedByCount "2" @default.
- W4283326629 countsByYear W42833266292022 @default.
- W4283326629 crossrefType "journal-article" @default.
- W4283326629 hasAuthorship W4283326629A5003008105 @default.
- W4283326629 hasAuthorship W4283326629A5034372911 @default.
- W4283326629 hasAuthorship W4283326629A5038945801 @default.
- W4283326629 hasConcept C112950240 @default.
- W4283326629 hasConcept C127413603 @default.
- W4283326629 hasConcept C130767629 @default.
- W4283326629 hasConcept C135628077 @default.
- W4283326629 hasConcept C159985019 @default.
- W4283326629 hasConcept C192562407 @default.
- W4283326629 hasConcept C203373105 @default.
- W4283326629 hasConcept C2779666059 @default.
- W4283326629 hasConcept C523993062 @default.
- W4283326629 hasConcept C535899295 @default.
- W4283326629 hasConcept C66938386 @default.
- W4283326629 hasConcept C67203356 @default.
- W4283326629 hasConcept C87210426 @default.
- W4283326629 hasConceptScore W4283326629C112950240 @default.
- W4283326629 hasConceptScore W4283326629C127413603 @default.
- W4283326629 hasConceptScore W4283326629C130767629 @default.
- W4283326629 hasConceptScore W4283326629C135628077 @default.
- W4283326629 hasConceptScore W4283326629C159985019 @default.
- W4283326629 hasConceptScore W4283326629C192562407 @default.
- W4283326629 hasConceptScore W4283326629C203373105 @default.
- W4283326629 hasConceptScore W4283326629C2779666059 @default.
- W4283326629 hasConceptScore W4283326629C523993062 @default.
- W4283326629 hasConceptScore W4283326629C535899295 @default.
- W4283326629 hasConceptScore W4283326629C66938386 @default.
- W4283326629 hasConceptScore W4283326629C67203356 @default.
- W4283326629 hasConceptScore W4283326629C87210426 @default.
- W4283326629 hasLocation W42833266291 @default.
- W4283326629 hasOpenAccess W4283326629 @default.
- W4283326629 hasPrimaryLocation W42833266291 @default.
- W4283326629 hasRelatedWork W1805905466 @default.
- W4283326629 hasRelatedWork W2059046678 @default.
- W4283326629 hasRelatedWork W2061071293 @default.
- W4283326629 hasRelatedWork W2089085266 @default.
- W4283326629 hasRelatedWork W2199302597 @default.
- W4283326629 hasRelatedWork W2387848660 @default.
- W4283326629 hasRelatedWork W2729932191 @default.
- W4283326629 hasRelatedWork W2795554382 @default.
- W4283326629 hasRelatedWork W4251952307 @default.
- W4283326629 hasRelatedWork W4300772605 @default.
- W4283326629 hasVolume "57" @default.
- W4283326629 isParatext "false" @default.
- W4283326629 isRetracted "false" @default.
- W4283326629 workType "article" @default.