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Ultra-High Performance Concrete (UHPC) Precast Segmental Bridges: Flexural Behaviour And Joint Design (Schriftenreihe Des Instituts Fur Massivbau Der TUHH)

 

 

 

Ultra-High Performance Concrete (UHPC) Precast Segmental Bridges: Flexural Behaviour and Joint Design (Schriftenreihe des Instituts fur Massivbau der TUHH)

by Jaewoo Shin

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Ultra-High Performance Concrete (UHPC) Precast Segmental Bridges: Flexural Behaviour and Joint Design (Schriftenreihe des Instituts fur Massivbau der TUHH) Jaewoo Shin

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Ultra-High Performance Concrete (UHPC) Precast Segmental Bridges: Flexural Behaviour and Joint Design (Schriftenreihe des Instituts fur Massivbau der TUHH)

the deflection, the width of the joint opening after decompression, the compressive and shear stress distribution and the increase of tendon stress for this single span structure is analyzed and discussedDrInternal Server ErrorSeries/Report no.:Institut fr Massivbau;14First, this research gives a brief overview of the material characteristics of UHPC and the suitability for application to segmental bridge constructionAn intense parametric study (slenderness ratio, thickness of slabs, E-modulus, prestressing force) is conducted to find the most appropriate cross-section for UHPC-PSB

 

It is demonstrated, that a UHPC-PSB shows significant advantages, such as the significantly reduced dead load, compared to constructions with normal strength concrete1This Ultra High Performance Concrete (UHPC) shows significant advantages with regard to strength and durabilityBuy the Full Version You're Reading a Free Preview Pages 100 to 102 are not shown in this previewYour recently viewed items and featured recommendations : View or edit your browsing history After viewing product detail pages, look here to find an easy way to navigate back to pages you are interested inWeiterhin werden Bauwerke gesucht, die die zunehmenden Verkehrs- und Umwelteinwirkungen aufnehmen knnen und neue Baustoffe, die die Dauerhaftigkeit verbessern und somit die Unterhaltskosten reduzieren

 

Ein intensive Parameterstudie (Schlankheitsgrad, Plattendicken, Elastizittsmoduli, Vorspannkraft) wird durchgefhrt, um einen optimalen Querschnitt zu findenMatthias KohlTragverhalten von Stahlbetontragwerken ohne Querkraftbewehrung unter ErmdungsbeanspruchungenBand: 10Reihe: Schriftenreihe des Instituts fr Massivbau der TUHHISBN 978-3-8440-3342-7, Deutsch, Paperback, 340Seiten, 24 x 17 cm, 506 g, 49,80€ Dezember2014Das Tragverhalten von Stahlbetontragwerken ohne Querkraftbewehrung unter Ermdungsbeanspruchungen wird in der vorliegenden Arbeit untersuchtSeiten:202 SeitenScribdExploreEXPLORE BY INTERESTSCareer & MoneyBusiness Biography & HistoryEntrepreneurshipLeadership & MentoringMoney ManagementTime ManagementPersonal GrowthHappinessPsychologyRelationships & ParentingReligion & SpiritualitySelf-ImprovementPolitics & Current AffairsPoliticsSocietyScience & TechScienceTechHealth & FitnessFitnessNutritionSportsWellnessLifestyleArts & LanguagesFashion & BeautyFood & WineHome & GardenTravelEntertainmentCelebrity Biography & MemoirPop CultureBiographies & HistoryBiography & MemoirHistoryFictionChildrens & YAClassic LiteratureContemporary FictionHistorical FictionLGBTQ FictionMystery, Thriller & CrimeRomanceScience Fiction & FantasyBROWSE BY CONTENT TYPEBooksAudiobooksNews & MagazinesSheet MusicUploadSign inJoinOptionsJoinSign InUploadGregor BorkowskiBeitrag zur rechnerischen berprfung von BetonhohlkastenbrckenBand: 9Reihe: Schriftenreihe des Instituts fr Massivbau der TUHHISBN 978-3-8440-2904-8, Deutsch, Paperback, 244Seiten, 24 x 17 cm, 362 g, 168 Abbildungen, 49,80€ August2014auch als Online-Publikation verfgbarDie rechnerische berprfung von bestehenden Brcken ist ein stetig wachsendes Aufgabengebiet der heutigen Bauingenieure, da 40 bis 60 Jahre alte Betonbrcken Defizite bezglich der Tragfhigkeit und While the mechanical properties of UHPC are known, the applications for it are progressing very slowly because of high material cost and lack of design and experienceNormal concrete, having a compressive strength of around fck ≈ 40 MPa, had been used for these structures 07f867cfac

 

Search results Used filters: Author: Jaewoo Shin We found 1 positions Edit filters results 10 25 100 250 Order by best matched by title newest first year price by author page of 1 Ultra-High Performance Concrete (UHPC) Precast Segmental Bridges: Flexural Behaviour and Joint Design Jaewoo Shin Publisher: Shaker Verlag GmbH, Germany Year: 22/03/2017 ISBN: 9783844050424 Publication form: paperback more Ask about the product Add to bookshelf askaboutbook askaboutbook Email question Send page of 1 Home People Faculty Jaewoo Shin

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