{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,5,14]],"date-time":"2025-05-14T12:04:53Z","timestamp":1747224293397,"version":"3.40.5"},"reference-count":11,"publisher":"Trans Tech Publications, Ltd.","license":[{"start":{"date-parts":[[2015,6,15]],"date-time":"2015-06-15T00:00:00Z","timestamp":1434326400000},"content-version":"vor","delay-in-days":14,"URL":"https:\/\/www.scientific.net\/PolicyAndEthics\/PublishingPolicies"},{"start":{"date-parts":[[2015,6,15]],"date-time":"2015-06-15T00:00:00Z","timestamp":1434326400000},"content-version":"tdm","delay-in-days":14,"URL":"https:\/\/www.scientific.net\/license\/TDM_Licenser.pdf"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["AMM"],"abstract":"<jats:p>The paper is focused on the evaluation of chloride ingress considering high performance and ordinary concrete mixtures. The effect of concrete maturing is investigated as well. The selected laboratory measurements are used for the description of resistance of concrete against ingress of chlorides. The Finite Element-based numerical model is applied in order to evaluate the effect of concrete type as well as the effect of aging.<\/jats:p>","DOI":"10.4028\/www.scientific.net\/amm.769.281","type":"journal-article","created":{"date-parts":[[2015,6,15]],"date-time":"2015-06-15T13:58:10Z","timestamp":1434376690000},"page":"281-284","source":"Crossref","is-referenced-by-count":1,"title":["Analysis of Durability of High Performance and Ordinary Concrete Mixtures with Respect to Chlorides"],"prefix":"10.4028","volume":"769","author":[{"given":"Petr","family":"Lehner","sequence":"first","affiliation":[{"name":"VSB-Technical University of Ostrava"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-6667-7522","authenticated-orcid":false,"given":"Petr","family":"Kone\u010dn\u00fd","sequence":"additional","affiliation":[{"name":"Vysok\u00e1 Skola B\u00e1\u0148sk\u00e1-Technical University of Ostrava"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"2457","published-online":{"date-parts":[[2015,6]]},"reference":[{"key":"358622","unstructured":"P. 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Thomas, Life-365 Service Life Prediction Model, Computer Program for\u00a0Predicting the Service Life and Life-Cycle Costs of Reinforcements Concrete Exposed to Chlorides, (2001)."},{"key":"358626","unstructured":"P. Konecny, Reliability of Reinforced Concrete Bridge Decks with Respect to Ingress of\u00a0Chlorides, Doctoral thesis, 2007, Faculty of Civil Engineering, VSB \u2013 TU of\u00a0Ostrava."},{"key":"358627","unstructured":"P. Ghosh, S. Hanson, D. Thomas, D. Tepke, and P. J Tikalsky, Influence of HPC Mixtures on\u00a0Diffusion Coefficients, Resistivity and Surface Chloride Concentrations: Proceedings at ICDC 2012: International Congress on Durability of Concrete, June 18-21, 2012, Trondheim, Norway."},{"key":"358628","unstructured":"P. Ghosh, Q. Tran and T. Le, Compressive Strength and Surface Electrical Resistivity of HPC Mixtures, International Journal of Engineering Sciences and Management, Vol. 6, No. 1 (2014), ISSN 2231-3273."},{"key":"358629","unstructured":"P. Lehner, Numerical Solution of 2-D Chloride Diffusion Problem Using FEA, Bachelor thesis, 2012. Faculty of Civil Engineering, VSB \u2013 Technical University of Ostrava. (in Czech)."},{"key":"358630","unstructured":"P. Lehner, P. Konecny, P. Ghosh and Q Tran, Numerical Analysis of Chloride Diffusion Considering Time-Dependent Diffusion Coefficient, International Journal of Mathematics and Computers in Simulations, Vol. 8 (2014), pp.103-106. ISSN 1998-0159."},{"key":"358631","doi-asserted-by":"publisher","unstructured":"P. Konecny, J. Brozovsky and P. Ghosh, Evaluation of Chloride Influence on the Cracking in Reinforced Concrete Using Korozeeneck Software, Transactions of the V\u0160B \u2013 Technical University of Ostrava, Civil Engineering Series, Vol. 11, No. 1 (2011).","DOI":"10.2478\/v10160-011-0006-y"},{"key":"358632","unstructured":"ACI Committee 222, Protection of Metals in Concrete Against Corrosion, ACI 222R-01, American Concrete Institute, Detroit, MI, p.41. (2001)."}],"container-title":["Applied Mechanics and Materials"],"original-title":[],"link":[{"URL":"https:\/\/www.scientific.net\/AMM.769.281.pdf","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2021,1,12]],"date-time":"2021-01-12T22:46:47Z","timestamp":1610491607000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.scientific.net\/AMM.769.281"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2015,6]]},"references-count":11,"URL":"https:\/\/doi.org\/10.4028\/www.scientific.net\/amm.769.281","relation":{},"ISSN":["1662-7482"],"issn-type":[{"type":"electronic","value":"1662-7482"}],"subject":[],"published":{"date-parts":[[2015,6]]}}}