Matches in SemOpenAlex for { <https://semopenalex.org/work/W1984108460> ?p ?o ?g. }
Showing items 1 to 93 of
93
with 100 items per page.
- W1984108460 endingPage "248" @default.
- W1984108460 startingPage "240" @default.
- W1984108460 abstract "In bridge engineering, the three-dimensional behavior of a bridge system is usually reduced to the analysis of a T-beam section, loaded by an equivalent fraction of the applied live load, which is called the live load distribution factor (LDF). The LDF is defined in the both the AASHTO Standard Specifications and the LRFD Specifications primarily for concrete slabs and has inherent applicable limitations. This paper provides explicit formulas using series solutions for LDF of orthotropic bridge decks, applicable to various materials but intended for fiber-reinforced polymer (FRP) decks. The present formulation considers important parameters that represent the response characteristics of the structure that are often omitted or limited in the AASHTO Specifications. A one-term series solution is proposed based on the macroflexibility approach, in which the bridge system is simplified into two major components, deck and stringers. The governing equations for the two components are obtained separately, and the deflections and interaction forces are solved by ensuring displacement compatibility at stringer lines. The LDF is calculated as the ratio of the single stringer interaction force to the summation of total stringer interaction forces. To verify this solution, a finite-element (FE) parametric study is conducted on 66 simply supported concrete slab-on-steel girder bridges. The results from the series solution correlates well with the FE results. It is also illustrated that the series solution can be applied to predict LDF for FRP deck-on-steel girder bridges, by favorable comparisons among the analytical, FE, and testing results for a one-third-scale bridge model. The scale test specimen consists of an FRP sandwich deck attached to steel stringers by a mechanical connector. The series solution is further used to obtain multiple regression functions for the LDF in terms of nondimensional variables, which can be used for simplified design purposes." @default.
- W1984108460 created "2016-06-24" @default.
- W1984108460 creator A5016202327 @default.
- W1984108460 creator A5029929172 @default.
- W1984108460 creator A5042571447 @default.
- W1984108460 creator A5086105321 @default.
- W1984108460 date "2011-04-01" @default.
- W1984108460 modified "2023-10-16" @default.
- W1984108460 title "Evaluation of Load Distribution Factor by Series Solution for Orthotropic Bridge Decks" @default.
- W1984108460 cites W1968549124 @default.
- W1984108460 cites W1969863959 @default.
- W1984108460 cites W1970566086 @default.
- W1984108460 cites W1980315942 @default.
- W1984108460 cites W1983254885 @default.
- W1984108460 cites W1996589026 @default.
- W1984108460 cites W2009449930 @default.
- W1984108460 cites W2020673750 @default.
- W1984108460 cites W2030344947 @default.
- W1984108460 cites W2033640476 @default.
- W1984108460 cites W2077350982 @default.
- W1984108460 cites W2082161560 @default.
- W1984108460 cites W2116225017 @default.
- W1984108460 cites W2120439111 @default.
- W1984108460 cites W774422634 @default.
- W1984108460 doi "https://doi.org/10.1061/(asce)as.1943-5525.0000007" @default.
- W1984108460 hasPublicationYear "2011" @default.
- W1984108460 type Work @default.
- W1984108460 sameAs 1984108460 @default.
- W1984108460 citedByCount "3" @default.
- W1984108460 countsByYear W19841084602012 @default.
- W1984108460 countsByYear W19841084602020 @default.
- W1984108460 crossrefType "journal-article" @default.
- W1984108460 hasAuthorship W1984108460A5016202327 @default.
- W1984108460 hasAuthorship W1984108460A5029929172 @default.
- W1984108460 hasAuthorship W1984108460A5042571447 @default.
- W1984108460 hasAuthorship W1984108460A5086105321 @default.
- W1984108460 hasConcept C105795698 @default.
- W1984108460 hasConcept C113740112 @default.
- W1984108460 hasConcept C117251300 @default.
- W1984108460 hasConcept C120665830 @default.
- W1984108460 hasConcept C121332964 @default.
- W1984108460 hasConcept C127313418 @default.
- W1984108460 hasConcept C127413603 @default.
- W1984108460 hasConcept C131336679 @default.
- W1984108460 hasConcept C135628077 @default.
- W1984108460 hasConcept C143724316 @default.
- W1984108460 hasConcept C151730666 @default.
- W1984108460 hasConcept C196316656 @default.
- W1984108460 hasConcept C2778843982 @default.
- W1984108460 hasConcept C2778966251 @default.
- W1984108460 hasConcept C2781355719 @default.
- W1984108460 hasConcept C33923547 @default.
- W1984108460 hasConcept C66938386 @default.
- W1984108460 hasConcept C76344452 @default.
- W1984108460 hasConceptScore W1984108460C105795698 @default.
- W1984108460 hasConceptScore W1984108460C113740112 @default.
- W1984108460 hasConceptScore W1984108460C117251300 @default.
- W1984108460 hasConceptScore W1984108460C120665830 @default.
- W1984108460 hasConceptScore W1984108460C121332964 @default.
- W1984108460 hasConceptScore W1984108460C127313418 @default.
- W1984108460 hasConceptScore W1984108460C127413603 @default.
- W1984108460 hasConceptScore W1984108460C131336679 @default.
- W1984108460 hasConceptScore W1984108460C135628077 @default.
- W1984108460 hasConceptScore W1984108460C143724316 @default.
- W1984108460 hasConceptScore W1984108460C151730666 @default.
- W1984108460 hasConceptScore W1984108460C196316656 @default.
- W1984108460 hasConceptScore W1984108460C2778843982 @default.
- W1984108460 hasConceptScore W1984108460C2778966251 @default.
- W1984108460 hasConceptScore W1984108460C2781355719 @default.
- W1984108460 hasConceptScore W1984108460C33923547 @default.
- W1984108460 hasConceptScore W1984108460C66938386 @default.
- W1984108460 hasConceptScore W1984108460C76344452 @default.
- W1984108460 hasIssue "2" @default.
- W1984108460 hasLocation W19841084601 @default.
- W1984108460 hasOpenAccess W1984108460 @default.
- W1984108460 hasPrimaryLocation W19841084601 @default.
- W1984108460 hasRelatedWork W1963783042 @default.
- W1984108460 hasRelatedWork W1975241385 @default.
- W1984108460 hasRelatedWork W1978667973 @default.
- W1984108460 hasRelatedWork W1999189916 @default.
- W1984108460 hasRelatedWork W2008618837 @default.
- W1984108460 hasRelatedWork W2312981917 @default.
- W1984108460 hasRelatedWork W2364823193 @default.
- W1984108460 hasRelatedWork W2384431283 @default.
- W1984108460 hasRelatedWork W2916036201 @default.
- W1984108460 hasRelatedWork W2954830855 @default.
- W1984108460 hasVolume "24" @default.
- W1984108460 isParatext "false" @default.
- W1984108460 isRetracted "false" @default.
- W1984108460 magId "1984108460" @default.
- W1984108460 workType "article" @default.