Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Dave Meggers"'
Autor:
John D. Reid, Dave Meggers, Jerry D. Plunkett, Moni G El-Aasar, Mongiardini Mongiardini, Ronald K. Faller
Publikováno v:
Journal of Bridge Engineering. 18:1198-1208
Fiber-reinforced polymer (FRP) composite materials can be used for the fabrication of lightweight, corrosion-resistant honeycomb sandwich panels, representing a convenient and economical alternative to traditional steel RC for bridge decks. Composite
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::747c2e150f66da8805ccfadcd1411d5b
https://doi.org/10.1061/(asce)be.1943-5592.0000407
https://doi.org/10.1061/(asce)be.1943-5592.0000407
Publikováno v:
Journal of Bridge Engineering. 10:713-721
The application of fiber-reinforced composites (FRP) is gaining momentum as an alternative material for bridge replacement, repair, and rehabilitation. While a number of states now use FRP, a lack of standards, codes, and performance data for FRP bri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e2eaa7c216c6c11346fb8b73f47956b
https://doi.org/10.1061/(asce)1084-0702(2005)10:6(713)
https://doi.org/10.1061/(asce)1084-0702(2005)10:6(713)
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 1845:191-199
Stiffness and ultimate load-carrying capacities of glass fiber-reinforced polymer honeycomb sandwich panels used in bridge applications were evaluated. Eleven full-scale panels with cross-section depths ranging from 6 to 31.5 in. (152 to 800 mm) have
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d7caece822f32b06bd2f646ad696f11d
https://doi.org/10.3141/1845-21
https://doi.org/10.3141/1845-21
Publikováno v:
Journal of Civil Engineering and Architecture. 6
Curling results from the temperature differential across the concrete slab thickness and may induce undue stresses in newly placed slab. This study deals with the finite element (FE) analysis of curling, curling stresses, field measurement of curling
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d4978532e978162fe1d57f179e0d84a8
https://doi.org/10.17265/1934-7359/2012.02.001
https://doi.org/10.17265/1934-7359/2012.02.001
Publikováno v:
Airfield and Highway Pavement.
Curling generally results from the temperature differential across the concrete slab thickness and may induce undue stresses in a newly placed slab. This paper deals with the finite element (FE0 analysis of curling stresses the field measurement of c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b6867aeb1c289b3628c2ebe54076f7be
https://doi.org/10.1061/40838(191)57
https://doi.org/10.1061/40838(191)57