An experimental study on the temperature dependency for horizontal shear performance of 300 × 300 square lead-rubber bridge bearing

Y. Y. Chen; P. Tan; B. O. Liu; J. Cui; X. L. Ning; C. Y. Shen; Y. H. Ma; S. F. Stiemer; F. L. Zhou

doi:10.1179/1432891714Z.0000000001228

An experimental study on the temperature dependency for horizontal shear performance of 300 × 300 square lead-rubber bridge bearing

Y. Y. Chen^*
, P. Tan
, B. O. Liu
, J. Cui
, X. L. Ning
, C. Y. Shen
, Y. H. Ma
, S. F. Stiemer
, F. L. Zhou

^*Corresponding author for this work

Guangzhou University
University of British Columbia
Zhuzhou Times New Material Technology Co. Ltd.

Research output: Contribution to journal › Article › peer-review

2 Scopus citations

Abstract

It is widely accepted that the mechanical behaviour of lead-rubber bearing for bridge will change distinctly with temperature variation. This paper outlines an experimental study for 300 × 300 square type lead-rubber bridge bearing. The experimental results of temperature dependency for horizontal shear performance of lead-rubber bearing are presented. It can be seen that the horizontal shear stiffness of the bearing will be reduced as the temperature rises. The horizontal damping ratio of the bearing will be reduced as the temperature increases, but such a trend will not be obvious when the temperature is higher than 23°C. By using the classical regression analysis, estimation of the formula for temperature dependency for horizontal shear stiffness and horizontal damping ratio of 300 × 300 mm square lead-rubber bearings are given.

Original language	English
Pages (from-to)	S5953-S5958
Journal	Materials Research Innovations
Volume	19
DOIs	https://doi.org/10.1179/1432891714Z.0000000001228
State	Published - 1 May 2015
Externally published	Yes

Keywords

Horizontal shear performance
Lead-rubber bearing
Temperature dependency

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10.1179/1432891714Z.0000000001228

Cite this

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title = "An experimental study on the temperature dependency for horizontal shear performance of 300 × 300 square lead-rubber bridge bearing",

abstract = "It is widely accepted that the mechanical behaviour of lead-rubber bearing for bridge will change distinctly with temperature variation. This paper outlines an experimental study for 300 × 300 square type lead-rubber bridge bearing. The experimental results of temperature dependency for horizontal shear performance of lead-rubber bearing are presented. It can be seen that the horizontal shear stiffness of the bearing will be reduced as the temperature rises. The horizontal damping ratio of the bearing will be reduced as the temperature increases, but such a trend will not be obvious when the temperature is higher than 23°C. By using the classical regression analysis, estimation of the formula for temperature dependency for horizontal shear stiffness and horizontal damping ratio of 300 × 300 mm square lead-rubber bearings are given.",

keywords = "Horizontal shear performance, Lead-rubber bearing, Temperature dependency",

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year = "2015",

month = may,

day = "1",

doi = "10.1179/1432891714Z.0000000001228",

language = "英语",

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TY - JOUR

T1 - An experimental study on the temperature dependency for horizontal shear performance of 300 × 300 square lead-rubber bridge bearing

AU - Chen, Y. Y.

AU - Tan, P.

AU - Liu, B. O.

AU - Cui, J.

AU - Ning, X. L.

AU - Shen, C. Y.

AU - Ma, Y. H.

AU - Stiemer, S. F.

AU - Zhou, F. L.

PY - 2015/5/1

Y1 - 2015/5/1

N2 - It is widely accepted that the mechanical behaviour of lead-rubber bearing for bridge will change distinctly with temperature variation. This paper outlines an experimental study for 300 × 300 square type lead-rubber bridge bearing. The experimental results of temperature dependency for horizontal shear performance of lead-rubber bearing are presented. It can be seen that the horizontal shear stiffness of the bearing will be reduced as the temperature rises. The horizontal damping ratio of the bearing will be reduced as the temperature increases, but such a trend will not be obvious when the temperature is higher than 23°C. By using the classical regression analysis, estimation of the formula for temperature dependency for horizontal shear stiffness and horizontal damping ratio of 300 × 300 mm square lead-rubber bearings are given.

AB - It is widely accepted that the mechanical behaviour of lead-rubber bearing for bridge will change distinctly with temperature variation. This paper outlines an experimental study for 300 × 300 square type lead-rubber bridge bearing. The experimental results of temperature dependency for horizontal shear performance of lead-rubber bearing are presented. It can be seen that the horizontal shear stiffness of the bearing will be reduced as the temperature rises. The horizontal damping ratio of the bearing will be reduced as the temperature increases, but such a trend will not be obvious when the temperature is higher than 23°C. By using the classical regression analysis, estimation of the formula for temperature dependency for horizontal shear stiffness and horizontal damping ratio of 300 × 300 mm square lead-rubber bearings are given.

KW - Horizontal shear performance

KW - Lead-rubber bearing

KW - Temperature dependency

UR - https://www.scopus.com/pages/publications/84941354255

U2 - 10.1179/1432891714Z.0000000001228

DO - 10.1179/1432891714Z.0000000001228

M3 - 文章

AN - SCOPUS:84941354255

SN - 1432-8917

VL - 19

SP - S5953-S5958

JO - Materials Research Innovations

JF - Materials Research Innovations

ER -

An experimental study on the temperature dependency for horizontal shear performance of 300 × 300 square lead-rubber bridge bearing

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Keywords

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