Foundations of civil and environmental engineering 11

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ISBN/ISSN:

1642-9303

DOI:

Wydawnictwo:

Wydawnictwo Politechniki Poznańskiej

Rok wydania:

2008

Liczba stron:

125

XML:ISBN/ISSN:

ONIX MARC21

Bibliografia:

Praca zbiorowa. Foundations of civil and environmental engineering 11. Red. . : Wydawnictwo Politechniki Poznańskiej, 2008, 125 s. ISSN 1642-9303

Bibliografia refWorks:

RT Book, Whole

SR Electronic(1)

A1 Praca zbiorowa

T1 Foundations of civil and environmental engineering 11

PB Wydawnictwo Politechniki Poznańskiej

YR 2008

Bibliografia BibTex:

@Book{ 207590, author = "Praca zbiorowa", editor = "", title = "Foundations of civil and environmental engineering 11", publisher = "Wydawnictwo Politechniki Poznańskiej", year = "2008", address = "", issn = "1642-9303" }

Bibliografia endNote:

TY - BOOK

AU - Praca zbiorowa

ED -

TI - Foundations of civil and environmental engineering 11

PB - Wydawnictwo Politechniki Poznańskiej

CY -

PY - 2008

ER -

Netografia (standard APA):

Praca zbiorowa. Foundations of civil and environmental engineering 11 [baza danych online] : Wydawnictwo Politechniki Poznańskiej, 2008 [dostęp: 22 07 2024]. Dostęp w Ibuk Libra: https://libra.ibuk.pl/reader/foundations-of-civil-and-environmental-engineering-11-praca-zbiorowa-207590.

fatigue, orthotropic bridge deck, surfacings, asphalt, stiffener-todeckplate detail, honeycomb pannel

Steel orthotropic decks are sensitive to stiffener-to-deckplate fatigue. Larger traffic volumes and concentrated wheel loads contribute to this phenomenon. Traditionally, the effect of the wearing courses is taken into account through load dispers...

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ISBN/ISSN:

1642-9303

DOI:

Wydawnictwo:

Wydawnictwo Politechniki Poznańskiej

Rok wydania:

2008

Liczba stron:

125

XML:ISBN/ISSN:

ONIX MARC21

Hans DE BACKER, Amelie OUTTIER, Philippe VAN BOGAERT Alternatives for bridge surfacings with orthotropic plated deck: a fatigue point of view6
Wojciech GRABOWSKI, Andrzej POZARYCKI Energy absorption in large dimension asphalt pavement samples reinforced with geosynthetics18
Marek IWAŃSKI, Mariusz POBOCHA Water and frost resistance of gap-graded asphalt modified with the SBS polymer and hydrated lime30
Mahnaz NIKBAKHT, Romain DIEDERICH The energy absorption potential and its integration in the national European specifications42
Lysandros PANTELIDIS Determining of the soil strength characteristics through the plate bearing test56
Zdzisław PAWLAK, Michał GUMINIAK The application of fundamental solutions in static analysis of thin plates resting on the internal elastic support68
Jan PEIRS, Patricia VERLEYSEN, Joris DEGRIECK The use of hat-shaped specimens for dynamic shear testing98
Jerzy PIŁAT, Jan KRÓL The evaluation of ageing processes of the polymer modified bitumen by image analysis114

HansDeBacker,AmelieOuttier,PhilippeVanBogaert

1.THEORTHOTROPICSTEELBRIDGEDECKCONCEPT

1.1.Introduction

Duetotheircontributiontothegeneralresistanceofthestructure,by

significantlyreducingthetotalweightoftheconstruction,orthotropicsteeldeck

platesareoneofthemostcommonlyuseddecksystemsforlargerspanbridges.

Thiscontributionalsoallowsthedesignoftiedarchbridgesofamoremoderate

spanbutwithanextremelylowstructuraldepth,e.g.astructuraldepthofonly1

mforadoubletrackrailwaybridgewithalengthjustover110m.Therecent

designpracticeinBelgiumhasusedthisadvantageforabout10archbridges,

mostofthemapartofthedevelopmentoftheEuropeannetworkofHighSpeed

Lineswhereaconsiderablenumberofshorttomediumspanbridgesforthe

high-speedrailwaylineshavebeendesigned.However,orthotropicdeckplates

arealsohighlysensitivetofatiguedamage,requiringanin-depthfatigue

analysis,ensuringthefulfillmentofallfatiguecriterions.Thisproblemismainly

causedbymanystressconcentrationsandlargeamplitudesofstressvariations

causedbyroadtrafficinparticular.Recentinternationalresearchhasextensively

studiedthisphenomenon[1].

1.2.Stressfieldinanorthotropicdeck

Thecomplexstressfieldinanorthotropicroadbridgecanbeattributed

tothreedifferentactionsworkinginaunion.Thefirstoftheseactionsiscaused

bythemembranestressesoccurringbecauseofthebendingofthelateralmain

girdersofthebridge,withthebridgedeckitselfactingastheirupperflanges.

Thisaction,infact,representsthemainactionoftheoverallbridgeconcept.

Theorthogonalanisotropy(i.e.orthotropicbehavior)ofthedeckwiththe

distributionoftheloadworkingonthedeckcorrespondingtodifferentrigidities

oftheribsandthecrossbeamsisresponsibleforthesecondactionexistinginthe

deckplate.

Finally,thelocalbendingalonglongitudinalortransverseaxisofthedeck

plateelementsunderdirectwheelloadingcausesthethirdactionexistinginan

orthotropicroadbridge.Thelargeststressconcentrationsforthisdeckconcept

arefoundattheribswherelongitudinalstiffenersareconnectedtothedeckplate

andbothhoggingandsaggingbendingeffectsarefound,aswellasatthe

intersectionofbothlongitudinalandcrossstiffeners(seeFig.1).

1.3.Influenceofwearingcourses

Roadpavementsonthedeckplatemaycontributetothedispersalof

concentratedwheelloadsfromroadtraffic.Thishasalsobeenobservedfor

railwayloading,wheretheballastmaydispersethetrackloads.However,

wearingcoursesandpavementsarenotalwaysavailableorsufficienttoreduce

theheavytrafficloads,forinstanceinthecaseofmovablebridges.Anexample

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