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Superstructure Behavior of a Stub-Type Integral Abutment Bridge

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Superstructure Behavior of a Stub-Type Integral Abutment Bridge. / David, Thevaneyan K; Forth, John; Ye, Jianqiao.
In: Journal of Bridge Engineering, Vol. 19, No. 8, 2014.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

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David TK, Forth J, Ye J. Superstructure Behavior of a Stub-Type Integral Abutment Bridge. Journal of Bridge Engineering. 2014;19(8). doi: 10.1061/(ASCE)BE.1943-5592.0000583

Author

David, Thevaneyan K ; Forth, John ; Ye, Jianqiao. / Superstructure Behavior of a Stub-Type Integral Abutment Bridge. In: Journal of Bridge Engineering. 2014 ; Vol. 19, No. 8.

Bibtex

@article{aee3a26876a14e98b745903b3bbdbc2a,
title = "Superstructure Behavior of a Stub-Type Integral Abutment Bridge",
abstract = "Records show that research leading to the successful introduction of integral-type structures such as continuous beams and frames actually began in the 1930s. Simple stub-type abutments have been found to perform well and are recommended for widespread use. The purpose of this analysis was to consider the behavior of the superstructure and substructure/backfill soil when they are subjected to thermally induced lateral movement and vertically imposed load at deck level. With the Oasys Safe finite-element analysis programs, finite-element models were developed to represent a typical stub-type integral abutment bridge configuration and backfill/foundation soil profile. It was found that the behavior of the superstructure of an integral bridge was predominantly influenced by the loading magnitude, irrespective of backfill soil properties. The results suggest that when designing the superstructure, the design requirements to resist the imposed loading may be sufficient to accommodate any effects attributable to the thermal load.",
author = "David, {Thevaneyan K} and John Forth and Jianqiao Ye",
year = "2014",
doi = "10.1061/(ASCE)BE.1943-5592.0000583",
language = "English",
volume = "19",
journal = "Journal of Bridge Engineering",
issn = "1084-0702",
publisher = "American Society of Civil Engineers (ASCE)",
number = "8",

}

RIS

TY - JOUR

T1 - Superstructure Behavior of a Stub-Type Integral Abutment Bridge

AU - David, Thevaneyan K

AU - Forth, John

AU - Ye, Jianqiao

PY - 2014

Y1 - 2014

N2 - Records show that research leading to the successful introduction of integral-type structures such as continuous beams and frames actually began in the 1930s. Simple stub-type abutments have been found to perform well and are recommended for widespread use. The purpose of this analysis was to consider the behavior of the superstructure and substructure/backfill soil when they are subjected to thermally induced lateral movement and vertically imposed load at deck level. With the Oasys Safe finite-element analysis programs, finite-element models were developed to represent a typical stub-type integral abutment bridge configuration and backfill/foundation soil profile. It was found that the behavior of the superstructure of an integral bridge was predominantly influenced by the loading magnitude, irrespective of backfill soil properties. The results suggest that when designing the superstructure, the design requirements to resist the imposed loading may be sufficient to accommodate any effects attributable to the thermal load.

AB - Records show that research leading to the successful introduction of integral-type structures such as continuous beams and frames actually began in the 1930s. Simple stub-type abutments have been found to perform well and are recommended for widespread use. The purpose of this analysis was to consider the behavior of the superstructure and substructure/backfill soil when they are subjected to thermally induced lateral movement and vertically imposed load at deck level. With the Oasys Safe finite-element analysis programs, finite-element models were developed to represent a typical stub-type integral abutment bridge configuration and backfill/foundation soil profile. It was found that the behavior of the superstructure of an integral bridge was predominantly influenced by the loading magnitude, irrespective of backfill soil properties. The results suggest that when designing the superstructure, the design requirements to resist the imposed loading may be sufficient to accommodate any effects attributable to the thermal load.

U2 - 10.1061/(ASCE)BE.1943-5592.0000583

DO - 10.1061/(ASCE)BE.1943-5592.0000583

M3 - Journal article

VL - 19

JO - Journal of Bridge Engineering

JF - Journal of Bridge Engineering

SN - 1084-0702

IS - 8

ER -