{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,5,4]],"date-time":"2026-05-04T18:57:07Z","timestamp":1777921027754,"version":"3.51.4"},"reference-count":10,"publisher":"SAGE Publications","issue":"1","license":[{"start":{"date-parts":[[2005,1,1]],"date-time":"2005-01-01T00:00:00Z","timestamp":1104537600000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/journals.sagepub.com\/page\/policies\/text-and-data-mining-license"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Transportation Research Record: Journal of the Transportation Research Board"],"published-print":{"date-parts":[[2005,1]]},"abstract":"<jats:p>A three-dimensional (3D) finite element (FE) model was developed to calculate the temperature of a pavement located in northeast Portugal. A case study was developed to validate the model. Input data to the model were the hourly values for solar radiation and temperature and mean daily values of wind speed obtained from a meteorological station. The thermal response of a multilayered pavement structure was modeled with a transient thermal analysis for 4 months (December 2003 to April 2004), and the analysis was initiated with the full-depth constant initial temperature obtained from field measurements. During these 4 months, the pavement temperature was measured at a new pavement section, located in IP4 main road, near Bragan\u00e7a, in northern Portugal. At this location, seven thermocouples were installed in the asphalt concrete layers at seven different depths. These pavement data were used to validate this simulation model by a comparison of model calculated data with measured pavement temperatures. The 3D FE analysis proved to be an interesting tool to simulate the transient behavior of asphalt concrete pavements. The suggested simulation model can predict the pavement temperature at different levels of bituminous layers with good accuracy.<\/jats:p>","DOI":"10.1177\/0361198105191900111","type":"journal-article","created":{"date-parts":[[2018,5,22]],"date-time":"2018-05-22T09:56:00Z","timestamp":1526982960000},"page":"96-110","source":"Crossref","is-referenced-by-count":158,"title":["Predicting Asphalt Pavement Temperature with a Three-Dimensional Finite Element Method"],"prefix":"10.1177","volume":"1919","author":[{"given":"Manuel J. C.","family":"Minhoto","sequence":"first","affiliation":[{"name":"Superior School of Management and Technology, Bragan\u00e7a Polytechnic Institute, Campus de Santa Apol\u00f3nia, Apartado 134, 5301-857 Bragan\u00e7a, Portugal."}]},{"given":"Jorge C.","family":"Pais","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering, University of Minho, Campus Azur\u00e9m, 4800-058 Guimar\u00e3es, Portugal."}]},{"given":"Paulo A. A.","family":"Pereira","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering, University of Minho, Campus Azur\u00e9m, 4800-058 Guimar\u00e3es, Portugal."}]},{"given":"Luis G.","family":"Picado-Santos","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering, Foundation for Science and Technology, University of Coimbra, Polo 2, 3030 Coimbra, Portugal."}]}],"member":"179","published-online":{"date-parts":[[2005,1,1]]},"reference":[{"key":"bibr1-0361198105191900111","doi-asserted-by":"publisher","DOI":"10.3141\/1809-23"},{"key":"bibr2-0361198105191900111","first-page":"13","volume-title":"Proc., PRO11 4th International RILEM Conference on Reflective Cracking in Pavements\u2014Research in Practice","author":"de Bondt A.","year":"2000"},{"key":"bibr3-0361198105191900111","doi-asserted-by":"publisher","DOI":"10.3141\/1539-18"},{"key":"bibr4-0361198105191900111","doi-asserted-by":"publisher","DOI":"10.3141\/1809-18"},{"key":"bibr5-0361198105191900111","volume-title":"Fundamentals of Heat and Mass Transfer","author":"Dewitt D. P.","year":"1996"},{"key":"bibr6-0361198105191900111","volume-title":"Heat Transfer: A Basic Approach.","author":"\u00d6zisik M. N.","year":"1985"},{"key":"bibr7-0361198105191900111","doi-asserted-by":"publisher","DOI":"10.3141\/1764-19"},{"key":"bibr8-0361198105191900111","volume-title":"Considera\u00e7\u00e3o da Temperatura no Dimensionamento de Pavimentos Rodovi\u00e1rios Flex\u00edveis","author":"Picado-Santos L.","year":"1994"},{"key":"bibr9-0361198105191900111","unstructured":"MinhotoM. J. C., PaisJ. C., PereiraP. A. A., and Picado-SantosL. G. Low-Temperature Influence in the Predicted Pavement Overlay Life. Presented at Asphalt Rubber 2003 Conference, Brasilia, Brasil, 2003, pp. 167\u2013180."},{"key":"bibr10-0361198105191900111","volume-title":"ANSYS Theory Reference\u2014Realise 5.6.","author":"ANSYS 5.6 [computer program].","year":"1999"}],"container-title":["Transportation Research Record: Journal of the Transportation Research Board"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/journals.sagepub.com\/doi\/pdf\/10.1177\/0361198105191900111","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/journals.sagepub.com\/doi\/pdf\/10.1177\/0361198105191900111","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2026,5,1]],"date-time":"2026-05-01T19:43:08Z","timestamp":1777664588000},"score":1,"resource":{"primary":{"URL":"https:\/\/journals.sagepub.com\/doi\/10.1177\/0361198105191900111"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2005,1]]},"references-count":10,"aliases":["10.3141\/1919-11","10.3141\/1919-11"],"journal-issue":{"issue":"1","published-print":{"date-parts":[[2005,1]]}},"alternative-id":["10.1177\/0361198105191900111"],"URL":"https:\/\/doi.org\/10.1177\/0361198105191900111","relation":{},"ISSN":["0361-1981","2169-4052"],"issn-type":[{"value":"0361-1981","type":"print"},{"value":"2169-4052","type":"electronic"}],"subject":[],"published":{"date-parts":[[2005,1]]}}}