Matches in SemOpenAlex for { <https://semopenalex.org/work/W51551711> ?p ?o ?g. }
Showing items 1 to 61 of
61
with 100 items per page.
- W51551711 abstract "The efficacy of a new procedure developed by the Montana Department of Transportation (MDT) to design concrete filled steel tube (CFT) pile to concrete pile cap connections was investigated in this project. A series of CFT piles embedded in a concrete pile cap is a desirable system to support small to mid-span bridges. Traditional methods for designing the connection between the CFT piles and pile cap often lead to congested and complex reinforcing schemes, and this complexity can limit the use of this support system. MDT has developed a simple design method for this connection utilizing a new reinforcing scheme that greatly simplifies the design and construction of this connection. The new reinforcing scheme includes U-shaped reinforcing bars that encircle the embedded CFT piles within the cap that counteract the moment related demands introduced by the embedded pile under lateral load events. The efficacy of the MDT design method implementing the new reinforcing scheme, which was developed from previous research and testing completed by Montana State University, is evaluated in this research. In particular, this report presents the details and results of tests on six half-size connections designed to exercise various design parameters in the MDT design guide. In these tests four primary limit states were observed: (1) formation of a plastic hinge in the concrete-filled steel tube, (2) crushing of the concrete surrounding the embedded pile, (3) yielding of the longitudinal reinforcement, and (4) splitting failure of the concrete cap. The MDT design methodology addresses all of these limit states fairly accurately. Some possible improvements to MDT’s methodology suggested by the test results are presented and discussed." @default.
- W51551711 created "2016-06-24" @default.
- W51551711 creator A5010134815 @default.
- W51551711 creator A5027365314 @default.
- W51551711 creator A5035902119 @default.
- W51551711 date "2013-01-01" @default.
- W51551711 modified "2023-09-27" @default.
- W51551711 title "Performance of Steel Pipe Pile-to-Concrete Cap Connections Subject to Seismic or High Transverse Loading: Phase III Confirmation of Connection Performance" @default.
- W51551711 hasPublicationYear "2013" @default.
- W51551711 type Work @default.
- W51551711 sameAs 51551711 @default.
- W51551711 citedByCount "0" @default.
- W51551711 crossrefType "journal-article" @default.
- W51551711 hasAuthorship W51551711A5010134815 @default.
- W51551711 hasAuthorship W51551711A5027365314 @default.
- W51551711 hasAuthorship W51551711A5035902119 @default.
- W51551711 hasConcept C119560385 @default.
- W51551711 hasConcept C127413603 @default.
- W51551711 hasConcept C13355873 @default.
- W51551711 hasConcept C16995789 @default.
- W51551711 hasConcept C187320778 @default.
- W51551711 hasConcept C2778510302 @default.
- W51551711 hasConcept C2779722621 @default.
- W51551711 hasConcept C44000306 @default.
- W51551711 hasConcept C66938386 @default.
- W51551711 hasConceptScore W51551711C119560385 @default.
- W51551711 hasConceptScore W51551711C127413603 @default.
- W51551711 hasConceptScore W51551711C13355873 @default.
- W51551711 hasConceptScore W51551711C16995789 @default.
- W51551711 hasConceptScore W51551711C187320778 @default.
- W51551711 hasConceptScore W51551711C2778510302 @default.
- W51551711 hasConceptScore W51551711C2779722621 @default.
- W51551711 hasConceptScore W51551711C44000306 @default.
- W51551711 hasConceptScore W51551711C66938386 @default.
- W51551711 hasLocation W515517111 @default.
- W51551711 hasOpenAccess W51551711 @default.
- W51551711 hasPrimaryLocation W515517111 @default.
- W51551711 hasRelatedWork W107686699 @default.
- W51551711 hasRelatedWork W2022698228 @default.
- W51551711 hasRelatedWork W2047883582 @default.
- W51551711 hasRelatedWork W2053176030 @default.
- W51551711 hasRelatedWork W2348136294 @default.
- W51551711 hasRelatedWork W2357082264 @default.
- W51551711 hasRelatedWork W2360302541 @default.
- W51551711 hasRelatedWork W2361579503 @default.
- W51551711 hasRelatedWork W2368929108 @default.
- W51551711 hasRelatedWork W2379249272 @default.
- W51551711 hasRelatedWork W2799818896 @default.
- W51551711 hasRelatedWork W3119655843 @default.
- W51551711 hasRelatedWork W3158172334 @default.
- W51551711 hasRelatedWork W3188611352 @default.
- W51551711 hasRelatedWork W3190297333 @default.
- W51551711 hasRelatedWork W636895200 @default.
- W51551711 hasRelatedWork W897206189 @default.
- W51551711 hasRelatedWork W2956514493 @default.
- W51551711 hasRelatedWork W2961140863 @default.
- W51551711 hasRelatedWork W3132089641 @default.
- W51551711 isParatext "false" @default.
- W51551711 isRetracted "false" @default.
- W51551711 magId "51551711" @default.
- W51551711 workType "article" @default.