Matches in SemOpenAlex for { <https://semopenalex.org/work/W610475300> ?p ?o ?g. }
Showing items 1 to 63 of
63
with 100 items per page.
- W610475300 abstract "This study investigated the feasibility of eliminating endblocks from pretensioned continuous bridge girders. The removal of endblocks is estimated to reduce girder costs by 5 to 10 percent. The girders studied were the Washington State Department of Transportation's Series 14. These girders are characterized by 5 inch thick webs and are prestressed with both harped and straight 1/2 inch diameter grade 270 strands. Previous research had recommended the elimination of endblocks for simple span bridges. This study dealt with continuous bridges. The research consisted of a field test and a destructive laboratory test. The field test was used to identify a basis for the destructive testing. A Series 14 girder with endblocks and two Series 60 girders without endblocks were instrumented with strain gages and monitored from the time they were manufactured to the time loads were tested on the bridge. The laboratory test was performed with a balanced cantilever arrangement using two 20-ft long Series 14 girders without endblocks. The joint at the support was made continuous by providing deck reinforcement in a manner similar to the reinforcing details used by the WSDOT. Concentrated loads were incrementally applied at a distance of 13 ft. 10 inches from the continuous support. The modified girders performed effectively under the applied loads. Therefore, endblocks may be removed from continuous Series 14 girders with normal diaphragms. The study recommends that one Series 14 continuous girder without endblocks be designed and monitored through the various stages of construction and service in another bridge." @default.
- W610475300 created "2016-06-24" @default.
- W610475300 creator A5015894588 @default.
- W610475300 creator A5086912492 @default.
- W610475300 creator A5012073238 @default.
- W610475300 date "1987-10-01" @default.
- W610475300 modified "2023-09-26" @default.
- W610475300 title "DESIGN OF CONTINUOUS BRIDGES USING PRECAST, PRESTRESSED CONCRETE GIRDERS WITHOUT ENDBLOCKS. FINAL REPORT" @default.
- W610475300 hasPublicationYear "1987" @default.
- W610475300 type Work @default.
- W610475300 sameAs 610475300 @default.
- W610475300 citedByCount "0" @default.
- W610475300 crossrefType "journal-article" @default.
- W610475300 hasAuthorship W610475300A5012073238 @default.
- W610475300 hasAuthorship W610475300A5015894588 @default.
- W610475300 hasAuthorship W610475300A5086912492 @default.
- W610475300 hasConcept C100776233 @default.
- W610475300 hasConcept C125450124 @default.
- W610475300 hasConcept C126322002 @default.
- W610475300 hasConcept C127413603 @default.
- W610475300 hasConcept C196316656 @default.
- W610475300 hasConcept C2778753569 @default.
- W610475300 hasConcept C2778966251 @default.
- W610475300 hasConcept C2780886216 @default.
- W610475300 hasConcept C66938386 @default.
- W610475300 hasConcept C71924100 @default.
- W610475300 hasConceptScore W610475300C100776233 @default.
- W610475300 hasConceptScore W610475300C125450124 @default.
- W610475300 hasConceptScore W610475300C126322002 @default.
- W610475300 hasConceptScore W610475300C127413603 @default.
- W610475300 hasConceptScore W610475300C196316656 @default.
- W610475300 hasConceptScore W610475300C2778753569 @default.
- W610475300 hasConceptScore W610475300C2778966251 @default.
- W610475300 hasConceptScore W610475300C2780886216 @default.
- W610475300 hasConceptScore W610475300C66938386 @default.
- W610475300 hasConceptScore W610475300C71924100 @default.
- W610475300 hasLocation W6104753001 @default.
- W610475300 hasOpenAccess W610475300 @default.
- W610475300 hasPrimaryLocation W6104753001 @default.
- W610475300 hasRelatedWork W1964143955 @default.
- W610475300 hasRelatedWork W1991613680 @default.
- W610475300 hasRelatedWork W1993373981 @default.
- W610475300 hasRelatedWork W2095319590 @default.
- W610475300 hasRelatedWork W2116299662 @default.
- W610475300 hasRelatedWork W2150895796 @default.
- W610475300 hasRelatedWork W2289169734 @default.
- W610475300 hasRelatedWork W2332922551 @default.
- W610475300 hasRelatedWork W2588534466 @default.
- W610475300 hasRelatedWork W277174488 @default.
- W610475300 hasRelatedWork W310892892 @default.
- W610475300 hasRelatedWork W52470863 @default.
- W610475300 hasRelatedWork W597865639 @default.
- W610475300 hasRelatedWork W602081562 @default.
- W610475300 hasRelatedWork W617216895 @default.
- W610475300 hasRelatedWork W636721114 @default.
- W610475300 hasRelatedWork W637652380 @default.
- W610475300 hasRelatedWork W640222177 @default.
- W610475300 hasRelatedWork W2836910744 @default.
- W610475300 hasRelatedWork W2862017636 @default.
- W610475300 isParatext "false" @default.
- W610475300 isRetracted "false" @default.
- W610475300 magId "610475300" @default.
- W610475300 workType "article" @default.