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عنوان فارسی مقاله:

یک رویکرد به توسعه ارتباط بین الیاف پلیمر عرشه پل ها


عنوان انگلیسی مقاله:

An approach to the development of connections between fibre reinforced polymer bridge decks


سال انتشار : 2016



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مقدمه انگلیسی مقاله:

1. Introduction

Fibre reinforced polymer (FRP) bridge decks are finding increased applications in rehabilitating existing structures or in the construction of new bridges due to the beneficial properties they offer, such as high stiffness- and strength-to-weight ratios, corrosion resistance and ease of manufacture into construction-friendly shapes [1–3]. The low weight, combined with the prefabrication of modular FRP decks, has led to bridges which can be more rapidly constructed, resulting in a better working environment and safety on site, a reduction in installation labour costs, improvements in quality control and durability, a reduction in periods of traffic disturbance and a reduced impact on road users and the surrounding community [4]. One challenge when it comes to FRP decks is the detailing and design of the joints between the prefabricated FRP deck panels. On the one hand, these joints need to be detailed to facilitate a rapid, secure installation process, which calls − among other things − for generous tolerances. On the other hand, a good fit between the prefabricated deck panels is required for stiff, safe and durable joints. The existing solutions for joining FRP decks on site have been mechanical connections in the form of shear keys or tongue and groove adhesively bonded connections [5–9], as shown in Fig. 1.



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کلمات کلیدی:

An approach to the development of connections between fibre ... www.sciencedirect.com/science/article/pii/S2214399816300030 by V Mara - ‎2016 - ‎Related articles Mar 4, 2016 - The use of fibre reinforced polymer (FRP) bridge decks has attracted increasing interest as a competitive alternative to traditional decking ... Bridge decks of fibre reinforced polymer (FRP): A sustainable solution www.sciencedirect.com/science/article/pii/S0950061813008763 by V Mara - ‎2014 - ‎Cited by 26 - ‎Related articles Oct 15, 2013 - Fibre reinforced polymer (FRP) bridge decks have become an interesting ... of the project is to create a systematic interaction between bridge engineering and ... of this concept in relation to other conventional bridge concepts. A novel connection for fibre reinforced polymer bridge decks ... www.sciencedirect.com/science/article/pii/S026382231400289X by V Mara - ‎2014 - ‎Cited by 6 - ‎Related articles Jun 28, 2014 - Fibre reinforced polymer (FRP) bridge decks have been recognised as a .... In reality, friction between the connection modules is present. [PDF]janson fiber reinforced polymer bridges and bridge decks technical ... https://www.jansonbridging.com/fileadmin/media-archive/Downloads/.../112.pdf JANSON FIBER REINFORCED POLYMER BRIDGES AND BRIDGE DECKS ... separated ; no resin or glue line connections allowed along which the load bearing ... The interface between top skin and core should be resistant to debonding ... [PDF]Fiber Reinforced Polymer Bridge Decks https://ntl.bts.gov/lib/43000/43500/43593/2943_technical_summary_final.pdf by FRPB Decks Fiber Reinforced Polymer Bridge Decks. Introduction ... Reinforced Polymer (FRP) deck as a replacement solution ... tual case study bridge was a deflection limit between girders of ... into the FRP deck installation; the crown connection. [PDF]Use of Fibre Reinforced Polymer Composites in Bridge ... - UPCommons upcommons.upc.edu/.../Use%20of%20Fibre%20Reinforced%20Polymer%20Composi... Use of Fibre Reinforced Polymers in Bridge Construction. State of ... traditional materials for structural elements (girders, bridge decks, stay cables). Among ..... Chapter eight presents and compares various kinds of connections between FRP. [PDF]Australia's First Fibre Reinforced Polymer Bridge Deck in a Road ... www.bridgeforum.com/files/pub/2004/.../076_Austroads04%20Bridge_revised.pdf by RORTA Roads - ‎Cited by 3 - ‎Related articles Australia's First Fibre Reinforced Polymer Bridge Deck ..... The consistent relationship between measured static strain and deflection, and predicted values was.