D101 - Braking and Acceleration Forces on Bridges and Interaction Between Track and Structures

Project D 101

AND STRUCTURES

Price CodeTitle Approved

BRAKING AND ACCELERATION FORCES ON BRIDGES AND INTERACTION BETWEEN TRACK

Document

Band starting forces in the track

RP 1 01/10/1969Magnitude and distribution of braking

BRP 2 01/04/1970Force measuring cells

BRP 3 01/10/1970Measurement and evaluation methods

Bunballasted steel bridges of about

15, 30 and 60 metre span

RP 4 01/10/1971Braking and starting tests on three

Bbridge of 30 m span with ballast bed

RP 5 01/04/1973Braking and starting tests on a steel

Bacceleration forces on bridges

RP 6 01/10/1974Theoritical studies of braking and

Ba long train

RP 7 01/04/1975Braking tests on straight track with

Btwo-span (2 x 15 m continuous beams)

concrete bridge; ballast track

RP 8 01/04/1976Braking and starting tests on a SBB

Bbridges - Accummulated results

RP 9 01/10/1975Braking and acceleration forces on

Bwelded rails on structures

RP 10 01/10/1977Enquiry into the laying of continuous

Breinforced concrete bridge with

neoprene bearings

RP 11 01/04/1977Braking forces on a prestressed

Bof thermal phenomena associated with

interaction between CWR track and

bridges

RP 12 01/04/1978Measuring methods adopted in the study

Bcontinuous triple-span reinforced

concrete bridge, with neoprene bearings

RP 13 01/10/1978Braking and starting tests on a

Bconcerning the effects of longitudinal

forces on tracks and bridges due to

starting and braking

RP 14 01/04/1979Theoretical studies and calculations

B- Synthesis Report

RP 15 01/10/1979Braking and starting forces on bridges

Bbetween CWR and structure on two RATP

reinforced concrete bridges of 35 m

length (with track laid on ballast and

with track laid direct)

RP 16 01/04/1980Thermal Phenomena in the interaction

Bbetween CWR and structure on a RENFE

four-span prestressed concrete bridge

RP 17 01/04/1981Thermal phenomena in the interaction

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Project D 101

AND STRUCTURES



Document

Btrack and structure in the case of a

DB steel box-girder bridge with

continuous ballast bed (Isarbrücke

Munich-North)

RP 18 01/04/1982Measurement of thermal effects on

Band structure on a four span

reinforced concrete bridge with long

welded rails laid on ballast,

belonging to the RATP (Rû de Maubué

Viaduct)

RP 19 01/09/1982Measurement of thermal effects on track

Cbridges with continuously welded track

(theoretical studies and applications)

RP 20 01/04/1983Circulation of thermal reactions on

Ctrack and structure in the case of a

DB steel boxgirder bridge with

continuous ballast bed (Isar-Brücke

Munich-North) (Additions and conclu-

sions)

RP 21 01/04/1983Measurement of thermal effects on

Cthe interaction between continuous

welded rails and superstructure in

the case of a SNCF bridge with steel

side bearers with concrete slab and

ballast (Donzère bridge on the Paris-

Marseille line)

RP 22 01/04/1983Measurement of the thermal effects in

Cthe interaction between continuous

welded rails and superstructure in the

case of a CSD steel bridge with track

laid direct (Chlumpcany bridge)


Cbetween CWR and bridges in the case

of a RENFE prestressed concrete

bridge with 20 isostatic spans

carrying ballasted track (HACHO bridge)


Bbetween CWR and bridges in the case

of a DB prestressed concrete bridge

with ballasted track (Kocher Bridge

at Kochendorf)


Bbetween CWR and bridges in the case of

a steel CFF bridge with three

spans, an expansion lenght of 56 m,

non ballasted track and CWR (bridge

across the Emmen near Luterbach)




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Project D 101

AND STRUCTURES



Document

Bthe interaction between continuous

welded rails and superstructure in

the case of a CFF two-span steel

structure with an expansion lenght

of 110 m, non-ballasted track and

long welded rails (bridges across the

Aare near Bruegg)


Cstructure due to the influence of

temperature in the case of continuous

welded rails: synthesis report

RP 28 01/04/1985Interactions between track and

Cdémarrage sur les piliers, les culées

et les fondations d'un pont à deux

travées (Eiken et modèle), établi par

le CE ORE D 101

Exists only in French and German

DT 65 *01/10/1978Influence des forces de freinage et de

Cdéplacement pour déterminer la valeur

de la constante K, établi dans le cadre

des activités du comité d'experts pour

la question D 101


DT 96 *01/10/1979Mesure de la résistance de la voie au

Bdans les appuis de ponts par suite

d'efforts de freinage ou de démarrage,

par M. l'Ing. Dipl. F. Bijl, NS dans le

cadre des activités du comité d'experts

pour la question ORE D 101


DT 98 *01/10/1979Efforts dus aux réactions horizontales

Bsur les ponts et interactions voies-

ponts

Campagne de mesures effectuée sur le

pont de Navilly, établi par la SNCF

Exists only in French

DT 126 01/09/1982Influence du démarrage et du freinage

Bdes valeurs des résultats de mesures

des contraintes supplémentaires dans le

rail, rapportées aux variations de la

longueur du tablier

M. Winand (SNCB)

M. Weber (DB)

M. de Maddalena (CFF)


DT 173 01/06/1986Enveloppe et régression non linéaire



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Documents

D101 - Braking and Acceleration Forces on Bridges and Interaction Between Track and Structures