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| Fältnamn | Indikatorer | Metadata |
|---|---|---|
| 000 | 02813naa a2200385 4500 | |
| 001 | oai:DiVA.org:hh-49010 | |
| 003 | SwePub | |
| 008 | 221221s2017 | |||||||||||000 ||eng| | |
| 024 | 7 | a https://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-490102 URI |
| 024 | 7 | a https://doi.org/10.14455/ISEC.res.2017.1592 DOI |
| 040 | a (SwePub)hh | |
| 041 | a engb eng | |
| 042 | 9 SwePub | |
| 072 | 7 | a ref2 swepub-contenttype |
| 072 | 7 | a kon2 swepub-publicationtype |
| 100 | 1 | a Younis, Adel,d 1990-u Qatar University, Doha, Qatar4 aut0 (Swepub:hh)adeyou |
| 245 | 1 0 | a A Perspective on Seawater/FRP Reinforcement in Concrete Structures |
| 264 | 1 | c 2017 |
| 338 | a print2 rdacarrier | |
| 520 | a Predictions show that more than half of the world population will lack sufficient freshwater by 2025. Yet, the construction industry uses a considerable amount of freshwater to produce concrete. To save resources of fresh water, using seawater seems to be a valid potential alternative that can replace freshwater for mixing concrete. This paper presents a short review performed on existing literature related to the usage of seawater in concrete structures. As a summary of the work presented: (a) It is noticeable that the current literature, generally, reports little or no negative effect of seawater on the characteristics of plain concrete, both in the short and in the long term; (b) steel corrosion caused by the presence of chloride appears to be the sole reason for not accepting the use of seawater in concrete preparation; (c) Fiber reinforced polymer (FRP) is discussed as a promising alternative to steel for seawater- concrete reinforcement, owing to their light weight, high tensile strength, and adequate corrosion resistance; and (d) A future outlook for using seawater accompanied by FRP reinforcement in concrete structures is discussed in terms of achieving sustainability goals. | |
| 650 | 7 | a TEKNIK OCH TEKNOLOGIERx Samhällsbyggnadsteknikx Husbyggnad0 (SwePub)201032 hsv//swe |
| 650 | 7 | a ENGINEERING AND TECHNOLOGYx Civil Engineeringx Building Technologies0 (SwePub)201032 hsv//eng |
| 653 | a Water shortage | |
| 653 | a Mixing with saltwater | |
| 653 | a Chloride threshold limit | |
| 653 | a Steel corrosion | |
| 653 | a FRP-reinforced concrete | |
| 653 | a Sustainable concrete | |
| 700 | 1 | a Ebead, U.u Qatar University, Doha, Qatar4 aut |
| 700 | 1 | a Nanni, A.u University of Miami, Coral Gables, USA4 aut |
| 710 | 2 | a Qatar University, Doha, Qatarb University of Miami, Coral Gables, USA4 org |
| 773 | 0 | t Resilient Structures and Sustainable Constructionz 9780996043748 |
| 856 | 4 | u https://doi.org/10.14455/ISEC.res.2017.159y Fulltext |
| 856 | 4 8 | u https://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-49010 |
| 856 | 4 8 | u https://doi.org/10.14455/ISEC.res.2017.159 |
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