FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4200610114> ?p ?o ?g. }

• W4200610114 endingPage "126135" @default.
• W4200610114 startingPage "126135" @default.
• W4200610114 abstract "The tensile properties of fiber-reinforced polymer (FRP) rods in adhesively bonded anchorages are expected to be studied in detail. Therefore, the study aims to predict the failure modes and load-bearing capacity (load-capacity) of FRP rods subjected to direct tensile force. The cohesive zone models were employed to evaluate the interfacial bond between materials. Firstly, two representative volume element models of fibers and matrix were proposed to predict engineering constants and strengths of the FRP material in three dimensions. Then, the main simulation, including the FRP rod, filling material, and steel tube, was carried out to analyze FRP rods under the variation of cohesive zone model parameters. The load-capacity, failure modes, shear-lag effect were predicted based on the maximum stress criterion. The results revealed that the FRP material strengths enforce the failure in two modes associated with the transverse and longitudinal directions of FRP rods. In addition, diameter is a significant factor that increases the shear-lag effect and reduces the tensile strength of the FRP rods. The numerical simulation provided a new method to predict the load-capacity of FRP rods." @default.
• W4200610114 created "2021-12-31" @default.
• W4200610114 creator A5029925363 @default.
• W4200610114 creator A5030680943 @default.
• W4200610114 creator A5085234543 @default.
• W4200610114 date "2022-02-01" @default.
• W4200610114 modified "2023-09-26" @default.
• W4200610114 title "Predicting failure modes and load-capacity of fiber-reinforced polymer rods in adhesively bonded anchorages based on numerical modeling" @default.
• W4200610114 cites W1433741425 @default.
• W4200610114 cites W1964745600 @default.
• W4200610114 cites W1965331148 @default.
• W4200610114 cites W1967350006 @default.
• W4200610114 cites W1969546556 @default.
• W4200610114 cites W1980106740 @default.
• W4200610114 cites W1983758972 @default.
• W4200610114 cites W1986848914 @default.
• W4200610114 cites W1988432363 @default.
• W4200610114 cites W1994677279 @default.
• W4200610114 cites W1998464576 @default.
• W4200610114 cites W1998802473 @default.
• W4200610114 cites W2003314286 @default.
• W4200610114 cites W2007686945 @default.
• W4200610114 cites W2011246163 @default.
• W4200610114 cites W2012453949 @default.
• W4200610114 cites W2012471164 @default.
• W4200610114 cites W2014703716 @default.
• W4200610114 cites W2019183082 @default.
• W4200610114 cites W2020396734 @default.
• W4200610114 cites W2021150257 @default.
• W4200610114 cites W2023083350 @default.
• W4200610114 cites W2023295464 @default.
• W4200610114 cites W2026048039 @default.
• W4200610114 cites W2026072697 @default.
• W4200610114 cites W2037758951 @default.
• W4200610114 cites W2045935326 @default.
• W4200610114 cites W2047019407 @default.
• W4200610114 cites W2048457079 @default.
• W4200610114 cites W2048674021 @default.
• W4200610114 cites W2051419132 @default.
• W4200610114 cites W2052786877 @default.
• W4200610114 cites W2057727299 @default.
• W4200610114 cites W2063420059 @default.
• W4200610114 cites W2065566730 @default.
• W4200610114 cites W2073954803 @default.
• W4200610114 cites W2076209589 @default.
• W4200610114 cites W2077708762 @default.
• W4200610114 cites W2080083794 @default.
• W4200610114 cites W2081979008 @default.
• W4200610114 cites W2087969187 @default.
• W4200610114 cites W2090146862 @default.
• W4200610114 cites W2094612497 @default.
• W4200610114 cites W2105853072 @default.
• W4200610114 cites W2106320547 @default.
• W4200610114 cites W2110237557 @default.
• W4200610114 cites W2112394540 @default.
• W4200610114 cites W2116707259 @default.
• W4200610114 cites W2129371325 @default.
• W4200610114 cites W2159722748 @default.
• W4200610114 cites W2163030429 @default.
• W4200610114 cites W2171685584 @default.
• W4200610114 cites W2272471085 @default.
• W4200610114 cites W2332106840 @default.
• W4200610114 cites W2592853842 @default.
• W4200610114 cites W2618888115 @default.
• W4200610114 cites W2755778428 @default.
• W4200610114 cites W2773604929 @default.
• W4200610114 cites W2795444885 @default.
• W4200610114 cites W2805578181 @default.
• W4200610114 cites W2806172123 @default.
• W4200610114 cites W2941522842 @default.
• W4200610114 cites W2963518433 @default.
• W4200610114 cites W2999927697 @default.
• W4200610114 cites W3038691463 @default.
• W4200610114 cites W4239569932 @default.
• W4200610114 cites W71688725 @default.
• W4200610114 cites W870704765 @default.
• W4200610114 doi "https://doi.org/10.1016/j.conbuildmat.2021.126135" @default.
• W4200610114 hasPublicationYear "2022" @default.
• W4200610114 type Work @default.
• W4200610114 citedByCount "0" @default.
• W4200610114 crossrefType "journal-article" @default.
• W4200610114 hasAuthorship W4200610114A5029925363 @default.
• W4200610114 hasAuthorship W4200610114A5030680943 @default.
• W4200610114 hasAuthorship W4200610114A5085234543 @default.
• W4200610114 hasConcept C112950240 @default.
• W4200610114 hasConcept C127413603 @default.
• W4200610114 hasConcept C142724271 @default.
• W4200610114 hasConcept C159985019 @default.
• W4200610114 hasConcept C162184086 @default.
• W4200610114 hasConcept C192562407 @default.
• W4200610114 hasConcept C204787440 @default.
• W4200610114 hasConcept C519885992 @default.
• W4200610114 hasConcept C66283442 @default.
• W4200610114 hasConcept C66938386 @default.
• W4200610114 hasConcept C71924100 @default.
• W4200610114 hasConcept C76344452 @default.
• W4200610114 hasConcept C96035792 @default.
• W4200610114 hasConceptScore W4200610114C112950240 @default.

• next