DESIGN FOR TIME DEPENDANT EFFECTS IN PRECAST CONCRETE BRIDGE GIRDERS MADE CONTINUOUS WITH CAST-IN-PLACE DECK AND DIAPHRAGM

被引：0

作者：

Masovic, Snezana ^{[1
]}

Stosic, Sasa ^{[1
]}

机构：

[1] Univ Belgrade, Fac Civil Engn, King Aleksander Blvd 73, Belgrade 11000, Serbia

来源：

FIB SYMPOSIUM PRAGUE 2011: CONCRETE ENGINEERING FOR EXCELLENCE AND EFFICIENCY, VOLS 1 AND 2 | 2011年

关键词：

Concrete bridge; Design; Creep; Shrinkage;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

There are many benefits when precast bridge girders are made continuous for live load, such as: lower costs, improved durability, improved structural integrity, improved ride quality, etc. Material nonlinearity of concrete structures, creep, shrinkage and cracking, play an important role in structural behaviour. Special attention should be paid to concrete structures built in phases involving successive changes of a structural system. Developments in computational techniques make it possible to use any type of nonlinear material model. In order to predict time-dependant effects in concrete structures, engineers need reliable data for creep and shrinkage properties of concrete. This study was undertaken as an attempt to evaluate the influence of various creep and shrinkage model recommendations on the continuity behaviour of composite concrete girders made continuous, after an extended period of time. Numerical simulation is obtained using nonlinear FEM model of DIANA application.

引用

页码：1109 / 1112

页数：4

共 22 条

[1] Nonlinear continuity analysis of precast, prestressed concrete girders with cast-in-place decks and diaphragms
Mirmiran, A
Kulkarni, S
Castrodale, R
Miller, R
Hastak, M
[J]. PCI JOURNAL, 2001, 46 (05): : 60 - +
[2] Flexure-shear behavior of precast concrete deck panels with cast-in-place concrete topping
Dowell, Robert K.
Auer, Roy
[J]. PCI JOURNAL, 2011, : 60 - 74
[3] Flexure-shear behavior of precast concrete deck panels with cast-in-place concrete topping
Dowell R.K.
Auer R.
[J]. PCI Journal, 2011, 56 (03): : 60 - 74
[4] Structural behavior of cast-in-place and precast concrete barriers subjected to transverse static loading and anchored to bridge deck overhangs
Namy, Matthew
Charron, Jean-Philippe
Massicotte, Bruno
[J]. CANADIAN JOURNAL OF CIVIL ENGINEERING, 2015, 42 (02) : 120 - 129
[5] Structural Behavior of Bridge Decks with Cast-in-Place and Precast Concrete Barriers: Numerical Modeling
Namy, Matthew
Charron, Jean-Philippe
Massicotte, Bruno
[J]. JOURNAL OF BRIDGE ENGINEERING, 2015, 20 (12)
[6] Design and Implementation of Self-Consolidating Concrete for Connecting Precast Concrete Deck Panels to Bridge Girders
Cao, Qi
Hwang, Soo-Duck
Khayat, Kamal H.
Morcous, George
[J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2016, 28 (08)
[7] Concrete deck with precast elements and cast in place topping employed at the new road bridge Horsterdamm
Luehr, Stefan
Morgen, Karl
Wieser, Michael
[J]. BETON- UND STAHLBETONBAU, 2015, 110 (02) : 131 - 137
[8] Cyclic loading tests and analyses of posttensioned concrete bridge columns combining cast-in-place and precast segments
Zhang, Yuye
Wu, Gang
Dias-da-Costa, D.
[J]. BULLETIN OF EARTHQUAKE ENGINEERING, 2019, 17 (11) : 6141 - 6163
[9] Cyclic loading tests and analyses of posttensioned concrete bridge columns combining cast-in-place and precast segments
Yuye Zhang
Gang Wu
D. Dias-da-Costa
[J]. Bulletin of Earthquake Engineering, 2019, 17 : 6141 - 6163
[10] Prediction of cast-in-place concrete strength of the extradosed bridge deck based on temperature monitoring and numerical simulations
Kurylowicz-Cudowska, Aleksandra
Wilde, Krzysztof
Chroscielewski, Jacek
[J]. CONSTRUCTION AND BUILDING MATERIALS, 2020, 254

← 1 2 3 →