{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,4,29]],"date-time":"2026-04-29T23:38:56Z","timestamp":1777505936372,"version":"3.51.4"},"reference-count":22,"publisher":"Walter de Gruyter GmbH","issue":"3","license":[{"start":{"date-parts":[[2016,9,1]],"date-time":"2016-09-01T00:00:00Z","timestamp":1472688000000},"content-version":"unspecified","delay-in-days":0,"URL":"http:\/\/creativecommons.org\/licenses\/by-nc-nd\/3.0"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":[],"published-print":{"date-parts":[[2016,9,1]]},"abstract":"<jats:title>Abstract<\/jats:title>\n               <jats:p>The micro-fibers increase the consistency and uniformity of concrete, which can improve the protective properties of concrete cover and thus should reduce the corrosion of the reinforcement bars in the reinforced concrete elements. The article presents a study which main objective was to specify the effect on concrete mix the addition of steel or polypropylene micro-reinforcement fibers on the reinforcing bars corrosion process. The research included measuring the reinforcement corrosion progress caused by the chloride impact as well as cyclical freezing and thawing specimens test. To measure the electrochemical corrosion progress the non-destructive i.e. galvanostatic pulse method was used. The results were used to conduct a comparative analysis.<\/jats:p>","DOI":"10.1515\/adms-2016-0015","type":"journal-article","created":{"date-parts":[[2016,10,19]],"date-time":"2016-10-19T10:01:25Z","timestamp":1476871285000},"page":"38-46","source":"Crossref","is-referenced-by-count":6,"title":["Effect of Concrete Addition of Selected Micro-fibers on the Reinforcing Bars Corrosion in the Reinforced Concrete Specimens"],"prefix":"10.1515","volume":"16","author":[{"given":"W.","family":"Raczkiewicz","sequence":"first","affiliation":[{"name":"Kielce University of Technology, Faculty of Civil Engineering and Architecture, Department of Strength of Materials, Concrete Structures and Bridges, 25-314 Kielce, Poland"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"374","published-online":{"date-parts":[[2016,10,18]]},"reference":[{"key":"2021040706323314966_j_adms-2016-0015_ref_001_w2aab2b8b5b1b7b1ab1ab1Aa","unstructured":"1. Brandt A.M.: Fibre reinforced cement-based (FRC) composites after over 40 years of development in building and civil engineering, Composite Structures, 86 (1\u20133), (2008), 3\u20139."},{"key":"2021040706323314966_j_adms-2016-0015_ref_002_w2aab2b8b5b1b7b1ab1ab2Aa","unstructured":"2. Glinicki M.A.: Reinforced Concrete structural 25th National workshops for Construction designer (in Polish), 2010 - 148.81.54.64"},{"key":"2021040706323314966_j_adms-2016-0015_ref_003_w2aab2b8b5b1b7b1ab1ab3Aa","unstructured":"3. Lee M.K, Barr B.I.G.: Strength and fracture properties of industrially prepared steel fibre reinforced concrete, Cement and Concrete Composites, 25(3), (2003), 321\u2013332."},{"key":"2021040706323314966_j_adms-2016-0015_ref_004_w2aab2b8b5b1b7b1ab1ab4Aa","unstructured":"4. Song P.S., Hwang S.: Mechanical properties of high-strength steel fiber-reinforced concrete, Construction and Building Materials, 18 (9), (2004), 669\u2013673."},{"key":"2021040706323314966_j_adms-2016-0015_ref_005_w2aab2b8b5b1b7b1ab1ab5Aa","unstructured":"5. Goszczy\u0144ski S., Raczkiewicz W.: Methodology Research axial compression specimens fibroconcrete process variable loads (in Polish), Budownictwo z. 1-B\/2007 Wydawnictwo Politechniki Krakowskiej, 2007."},{"key":"2021040706323314966_j_adms-2016-0015_ref_006_w2aab2b8b5b1b7b1ab1ab6Aa","unstructured":"6. Raczkiewicz W.: Shrinkage of concrete - Features important due to the design of concrete structures (in Polish), Przegl\u0105d Budowlany, 2 (2012), 43-46."},{"key":"2021040706323314966_j_adms-2016-0015_ref_007_w2aab2b8b5b1b7b1ab1ab7Aa","unstructured":"7. Eurocode 2: Design of concrete structures \u2013 Part 1-1: General rules and rules for building"},{"key":"2021040706323314966_j_adms-2016-0015_ref_008_w2aab2b8b5b1b7b1ab1ab8Aa","doi-asserted-by":"crossref","unstructured":"8. Raupach M.: Chloride-induced macrocell corrosion of steel in concrete - theoretical background and practical consequences, Constructions and Building Materials, 10 (5) (1996), 329\u2013338.","DOI":"10.1016\/0950-0618(95)00018-6"},{"key":"2021040706323314966_j_adms-2016-0015_ref_009_w2aab2b8b5b1b7b1ab1ab9Aa","doi-asserted-by":"crossref","unstructured":"9. Montemor M.F., Simoes A.M., Ferreira M.G.S.: Chloride-induced corrosion on reinforcing steel: from the fundamentals to the monitoring techniques, Cem. Concr. Comp. 25 (2003), 491-502.","DOI":"10.1016\/S0958-9465(02)00089-6"},{"key":"2021040706323314966_j_adms-2016-0015_ref_010_w2aab2b8b5b1b7b1ab1ac10Aa","unstructured":"10. \u015aci\u015blewski Z.: Durability structures of reinforced concrete (in Polish), Wyd. ITB, Warszawa, Arkady, 1999."},{"key":"2021040706323314966_j_adms-2016-0015_ref_011_w2aab2b8b5b1b7b1ab1ac11Aa","unstructured":"11. Zybura A., M. Ja\u015bniok, Ja\u015bniok T.: Diagnosis of reinforced concrete structures. Reinforcement corrosion and concrete protective properties (in Polish), PWN, Warszawa, 2011."},{"key":"2021040706323314966_j_adms-2016-0015_ref_012_w2aab2b8b5b1b7b1ab1ac12Aa","unstructured":"12. Ja\u015bniok M., Ja\u015bniok T.: Methods of Diagnostics danger in reinforcement concrete structures corrosion of in (part I) Characteristic process of reinforcement concrete corrosion (in Polish), Przegl\u0105d Budowlany, 2 (2007)."},{"key":"2021040706323314966_j_adms-2016-0015_ref_013_w2aab2b8b5b1b7b1ab1ac13Aa","unstructured":"13. Kurdowski W.: Chemical cement and concrete (in Polish), Polish Cement, PWN, Warsaw 2010."},{"key":"2021040706323314966_j_adms-2016-0015_ref_014_w2aab2b8b5b1b7b1ab1ac14Aa","unstructured":"14. BS EN 206-1: 2003 Concrete - Part 1: Specification, qualities, production and conformity."},{"key":"2021040706323314966_j_adms-2016-0015_ref_015_w2aab2b8b5b1b7b1ab1ac15Aa","unstructured":"15. BS EN 12390-3: 2002 Testing of concrete - Part 3: Compressive strength of concrete specimens."},{"key":"2021040706323314966_j_adms-2016-0015_ref_016_w2aab2b8b5b1b7b1ab1ac16Aa","unstructured":"16. Ja\u015bniok M., Ja\u015bniok T.: Methods of Diagnostics danger of concrete structures reinforcement corrosion in (part III) Basic Electrochemical studies (in Polish), Przegl\u0105d Budowlany, 6 (2007)."},{"key":"2021040706323314966_j_adms-2016-0015_ref_017_w2aab2b8b5b1b7b1ab1ac17Aa","unstructured":"17. Ja\u015bniok M., Ja\u015bniok T.: Methods of Diagnostics danger of concrete structures reinforcement corrosion in (part IV) Advanced Electrochemical studies (in Polish), Przegl\u0105d Budowlany, 7-8 (2007)."},{"key":"2021040706323314966_j_adms-2016-0015_ref_018_w2aab2b8b5b1b7b1ab1ac18Aa","unstructured":"18. Zybura A., Ja\u015bniok M., Ja\u015bniok T.: The durability, diagnosis and follow-up structures of reinforced concrete (in Polish), In\u017cynieria i Budownictwo, 10 (2010)."},{"key":"2021040706323314966_j_adms-2016-0015_ref_019_w2aab2b8b5b1b7b1ab1ac19Aa","unstructured":"19. Raczkiewicz W., Micha\u0142owska-Maziejuk D.: Reinforcement corrosion in concrete elements by method Galvanostatic pulse (in Polish), In\u017cynieria i Budownictwo, 3 (2014), 129 \u2013 13."},{"key":"2021040706323314966_j_adms-2016-0015_ref_020_w2aab2b8b5b1b7b1ab1ac20Aa","unstructured":"20. Raczkiewicz W.: Measuring set GP-5000 GalvaPulseTM As an example of the apparatus used to make the evaluation reinforcement in corrosion concrete process (in Polish), Aparatura Badawcza i Dydaktyczna, 1 (2014), 85-91."},{"key":"2021040706323314966_j_adms-2016-0015_ref_021_w2aab2b8b5b1b7b1ab1ac21Aa","unstructured":"21. http:\/\/www.germann.org\/TestSystems\/GalvaPulse\/GalvaPulse.pdf"},{"key":"2021040706323314966_j_adms-2016-0015_ref_022_w2aab2b8b5b1b7b1ab1ac22Aa","unstructured":"22. Instruction ITB 1994-1998. The mechanical properties study of concrete specimens made in forms (in Polish)"}],"container-title":["Advances in Materials Science"],"original-title":[],"language":"en","link":[{"URL":"http:\/\/content.sciendo.com\/view\/journals\/adms\/16\/3\/article-p38.xml","content-type":"text\/html","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/www.sciendo.com\/article\/10.1515\/adms-2016-0015","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2021,4,7]],"date-time":"2021-04-07T21:53:07Z","timestamp":1617832387000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.sciendo.com\/article\/10.1515\/adms-2016-0015"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2016,9,1]]},"references-count":22,"journal-issue":{"issue":"3","published-online":{"date-parts":[[2016,10,18]]},"published-print":{"date-parts":[[2016,9,1]]}},"alternative-id":["10.1515\/adms-2016-0015"],"URL":"https:\/\/doi.org\/10.1515\/adms-2016-0015","relation":{},"ISSN":["2083-4799"],"issn-type":[{"value":"2083-4799","type":"electronic"}],"subject":[],"published":{"date-parts":[[2016,9,1]]}}}