{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,2,13]],"date-time":"2026-02-13T17:22:44Z","timestamp":1771003364740,"version":"3.50.1"},"reference-count":25,"publisher":"SAGE Publications","issue":"4","content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["JCM"],"published-print":{"date-parts":[[2021,9,28]]},"abstract":"<jats:p>Because of the low height of the prestressed short rib T-beam bridge and the poor torsion resistance of the main beam, the positive moment in the middle span of the bridge deck will increase correspondingly compared with the normal rib beam bridge. At present, there is little research on the calculation method of the bridge deck of the prestressed short rib T-beam bridge. In this paper, the space finite element method and the continuous one-way slab method are used to calculate the forces on the bridge deck, based on the space finite element method, a finite element elastic supported continuous beam method is proposed to calculate the forces on the bridge deck. By comparing the calculation results of the three methods with the test results, the reasonable calculation method of the bridge deck is studied. The results show that the spatial finite element analysis method can simulate the mechanical performance of the deck of the bridge of the prestressed short rib T-beam bridge well, the stress calculation results are consistent with the test results, and the calculation accuracy is high, which can be used in the actual engineering design; The finite element analysis method of elastic support continuous beam can also simulate the mechanical performance of the deck of the bridge of the prestressed short rib T-beam bridge. The concept of the method is clear, the calculation is convenient, and it is more suitable for the application of engineering design; The calculation results of the continuous one-way slab method are too large to be safe for design.<\/jats:p>","DOI":"10.3233\/jcm-204631","type":"journal-article","created":{"date-parts":[[2020,10,2]],"date-time":"2020-10-02T14:03:23Z","timestamp":1601647403000},"page":"913-925","source":"Crossref","is-referenced-by-count":0,"title":["Calculation methods of bridge deck for prestressed short rib T-beam bridges"],"prefix":"10.1177","volume":"21","author":[{"given":"Sijia","family":"Wang","sequence":"first","affiliation":[]},{"given":"Tianlai","family":"Yu","sequence":"additional","affiliation":[]}],"member":"179","reference":[{"issue":"5","key":"10.3233\/JCM-204631_ref1","first-page":"79","article-title":"Study on calculation method of prestressed concrete short rib T-beam bridge","volume":"22","author":"Huang","year":"2005","journal-title":"Journal of Highway and Transportation Technology"},{"key":"10.3233\/JCM-204631_ref2","unstructured":"Ministry of Transport of the People\u2019s Republic of China, Code fior design of highway reinforced concrete and prestressed concrete bridges and culverts: JTG D62-2004[S], China Communications Press."},{"issue":"2","key":"10.3233\/JCM-204631_ref3","first-page":"49","article-title":"Experimental study on prestressing of curved beam bridges with pier-beam consolidation","volume":"48","author":"Shi","year":"2018","journal-title":"Bridge Construction"},{"key":"10.3233\/JCM-204631_ref4","first-page":"256","article-title":"Parametric analysis of low-rise and dense-ribbed T-beam structures","volume":"4","author":"Jin","year":"2012","journal-title":"Bridge and Tunnel Engineering"},{"key":"10.3233\/JCM-204631_ref5","first-page":"29","article-title":"Experimental study on dynamic performance of 16 m low-rise reinforced concrete T-beam single-track railway bridge","volume":"6","author":"Zhong","year":"2008","journal-title":"National Defense Transportation Engineering and Technology"},{"issue":"4","key":"10.3233\/JCM-204631_ref6","first-page":"141","article-title":"Research on design calculation method of highway concrete gutter beam lane plate","volume":"40","author":"Ying","year":"2015","journal-title":"Highway Engineering"},{"issue":"3","key":"10.3233\/JCM-204631_ref7","first-page":"341","article-title":"Mechanical properties of T-shaped rib orthotropic composite decks","volume":"44","author":"Qing","year":"2016","journal-title":"Journal of Tongji University"},{"issue":"5","key":"10.3233\/JCM-204631_ref8","first-page":"651","article-title":"Basic mechanical properties of open U-ribbed composite deck","volume":"45","author":"Qing","year":"2017","journal-title":"Journal of Tongji University"},{"issue":"6","key":"10.3233\/JCM-204631_ref9","doi-asserted-by":"crossref","first-page":"847","DOI":"10.1061\/(ASCE)BE.1943-5592.0000373","article-title":"Damage evaluation for concrete bridge deck by means of stress wave techniques","volume":"17","author":"Shiotani","year":"2012","journal-title":"Journal of Bridge Engineering (ASCE)"},{"issue":"8","key":"10.3233\/JCM-204631_ref10","first-page":"601","article-title":"Ultra high performance concrete bridge decks reinforced with high-strength steel or fiber reinforced polymers","volume":"105","author":"Saleem","year":"2011","journal-title":"ACI Structural Journal"},{"issue":"3","key":"10.3233\/JCM-204631_ref11","doi-asserted-by":"crossref","first-page":"225","DOI":"10.1061\/(ASCE)1076-0342(2007)13:3(225)","article-title":"Bridge deck rehabilitation practices in north America","volume":"13","author":"Lachemi","year":"2007","journal-title":"Journal of Infrastructure Systems"},{"key":"10.3233\/JCM-204631_ref12","unstructured":"F.L. Li, F. Wei, W.S. Xiong and T.S. Xu, Experimental study on flexural behavior of large proportion prestressed UHPC-T beams, China Civil Engineering Journal 51(5) (2018), 84\u201394+102."},{"issue":"3","key":"10.3233\/JCM-204631_ref13","first-page":"89","article-title":"Safety factors assessment of resistant overturning stability of long-span continuous girder bridges in cantilever construction","volume":"31","author":"Jie","year":"2018","journal-title":"China Journal of Highway and Transport"},{"key":"10.3233\/JCM-204631_ref14","unstructured":"X.G. Rong, J.W. Guo and Y. Ying, Experiment on mechanical property of RC beams strengthened by external prestressing, China Journal of Highway and Transport 30(10) (2017), 69\u201380+136."},{"issue":"3","key":"10.3233\/JCM-204631_ref15","doi-asserted-by":"crossref","first-page":"249","DOI":"10.12989\/was.2017.24.3.249","article-title":"Application of inverse reliability method to estimation of flutter safety factors of suspension bridges","volume":"24","author":"Jin","year":"2017","journal-title":"Wind and Structures"},{"issue":"3","key":"10.3233\/JCM-204631_ref16","doi-asserted-by":"crossref","first-page":"04013010","DOI":"10.1061\/(ASCE)BE.1943-5592.0000537","article-title":"Comparative study of the proportions, form and effciency of concrete arch bridges","volume":"19","author":"Salonga","year":"2013","journal-title":"Journal of Bridge Engineering"},{"key":"10.3233\/JCM-204631_ref17","unstructured":"M. \u0160avor, D. Lazarevi and Z. \u0160avor, Seismic response of concrete arch bridges to multiple-support excitation, in: Proceedings of the 3rd Chinese-Croatian Joint Colloquium on Sustainable Arch Bridges, 2011, pp. 175\u2013182."},{"key":"10.3233\/JCM-204631_ref18","unstructured":"M.G. Oliva, H.U. Bae and L.C. Bank, Design and con-struction of a reinforcement free concrete bridge deck on precastbulb tee bridges, in: Concrete Bridge Conference, 2007."},{"key":"10.3233\/JCM-204631_ref19","unstructured":"K.E. Hanna, G. Morcous and M.K. Tadros, Standardized precastprestressed concrete panels for bridge decks, in: Concrete Bridge Conference, 2008."},{"key":"10.3233\/JCM-204631_ref20","unstructured":"C. French, C. Shield and Z. Ma, NCHRP Web-Only Document 173: Cast-in-place concrete connections for precast deck systems, NCHRP 10-71 Final Report, in: Transportation Research Board of the National Academies Washington DC, 2011, p. 782."},{"issue":"4","key":"10.3233\/JCM-204631_ref21","doi-asserted-by":"crossref","first-page":"900","DOI":"10.1007\/s10033-017-0139-8","article-title":"Design for a crane metallic structure based on imperialist competitive algorithm and inverse reliability strategy","volume":"30","author":"Xiao","year":"2017","journal-title":"Chinese Journal of Mechanical Engineering"},{"issue":"2","key":"10.3233\/JCM-204631_ref22","doi-asserted-by":"crossref","first-page":"248","DOI":"10.1002\/suco.201300002","article-title":"Robustness-based performance assessment of a prestressed concrete bridge","volume":"15","author":"Podrou\u017eek","year":"2014","journal-title":"Structural Concrete"},{"issue":"2","key":"10.3233\/JCM-204631_ref23","doi-asserted-by":"crossref","first-page":"166","DOI":"10.1061\/(ASCE)0887-3828(2007)21:2(166)","article-title":"Application of fuzzy sets for remaining life assessment of corrosion affected reinforced concrete bridge girders","volume":"21","author":"Anoop","year":"2007","journal-title":"Journal of Performance of Constructed Facilities"},{"key":"10.3233\/JCM-204631_ref24","doi-asserted-by":"crossref","first-page":"102","DOI":"10.1016\/j.ijsolstr.2016.02.022","article-title":"Corrigendum to a methodology for the estimation of the effective yield function of isotropic composites","volume":"87","author":"Papadioti","year":"2016","journal-title":"International Journal of Solids and Structures"},{"issue":"3","key":"10.3233\/JCM-204631_ref25","doi-asserted-by":"crossref","first-page":"305","DOI":"10.1061\/(ASCE)0733-9445(1997)123:3(305)","article-title":"Reliability-based partial safety factors in cantilever construction of concrete bridges","volume":"123","author":"Juan","year":"1997","journal-title":"Journal of Structural Engineering"}],"container-title":["Journal of Computational Methods in Sciences and Engineering"],"original-title":[],"link":[{"URL":"https:\/\/content.iospress.com\/download?id=10.3233\/JCM-204631","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2026,2,13]],"date-time":"2026-02-13T16:32:01Z","timestamp":1771000321000},"score":1,"resource":{"primary":{"URL":"https:\/\/journals.sagepub.com\/doi\/full\/10.3233\/JCM-204631"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2021,9,28]]},"references-count":25,"journal-issue":{"issue":"4"},"URL":"https:\/\/doi.org\/10.3233\/jcm-204631","relation":{},"ISSN":["1472-7978","1875-8983"],"issn-type":[{"value":"1472-7978","type":"print"},{"value":"1875-8983","type":"electronic"}],"subject":[],"published":{"date-parts":[[2021,9,28]]}}}