TEMPERATURE DISTRIBUTION IN CONCRETE BRIDGE DECKS

被引：0

作者：

HO, D ^{[1
]}

LIU, CH ^{[1
]}

机构：

[1] UNIV MANCHESTER,DEPT CIVIL ENGN,MANCHESTER M13 9PL,LANCS,ENGLAND

来源：

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY | 1991年 / 91卷

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Temperatures in two unsurfaced concrete bridge decks have been monitored continuously for three years. A mathematical model based on one-dimensional heat flow was established. The model was calibrated by comparing the statistics of the calculated and measured results. On the basis of the established mathematical model, extreme values of various thermal parameters can be calculated. Influence of the form of construction on the effective temperature of a deck was also discussed.

引用

页码：451 / 476

页数：26

共 50 条

[1] TEMPERATURE DISTRIBUTION IN CONCRETE BRIDGE DECKS
HARRIS, AJ
SMITH, BW
HO, D
LIU, CH
[J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 1993, 99 (02) : 233 - 235
[2] The temperature distribution in repair concrete due to the application of welding sheets and asphaltic layers on concrete bridge decks
Grossmann, F
[J]. SECOND INTERNATIONAL RILEM SYMPOSIUM ON ADHESION BETWEEN POLYMERS AND CONCRETE, 1999, 9 : 349 - 361
[3] Distribution of compressive stresses in transversely posttensioned concrete bridge decks
Smith-Pardo, J. Paul
Ramirez, Julio A.
Poston, Randall W.
[J]. JOURNAL OF BRIDGE ENGINEERING, 2006, 11 (01) : 64 - 70
[4] PRECAST CONCRETE BRIDGE DECKS
WELT, MA
[J]. CIVIL ENGINEERING, 1980, 50 (09): : 36 - 36
[5] Controlling early-age temperature variations in concrete bridge decks
20153701272621
[J]. (1) Department of Civil and Environmental Engineering, University of California, Davis, United States; (2) Earth Sciences Division, Lawrence Berkeley National Laboratory, Berkeley; CA, United States, 1600, et al; Faculty of Science and Engineering, Waseda University, Japan; The Kajima Foundation, Japan; The Maeda Engineering Foundation, Japan; The Obayashi Foundation, Japan; Tokyo Metropolitan Government, Japan (CRC Press/Balkema):
[6] Controlling early-age temperature variations in concrete bridge decks
Bolander, J. E.
Kim, K.
[J]. LIFE-CYCLE OF STRUCTURAL SYSTEMS: DESIGN, ASSESSMENT, MAINTENANCE AND MANAGEMENT, 2015, : 470 - 476
[7] REINFORCEMENT FOR CONCRETE BRIDGE DECKS.
Beal, David B.
[J]. Research Report - New York State Department of Transportation, Engineering Research and Developmen, 1983,
[8] TORSIONAL RIGIDITY OF CONCRETE BRIDGE DECKS
JACKSON, N
[J]. CONCRETE, 1968, 2 (11): : 468 - &
[9] Acoustic inspection of concrete bridge decks
Henderson, ME
Dion, GN
Costley, RD
[J]. NONDESTRUCTIVE EVALUATION OF BRIDGES AND HIGHWAYS III, 1999, 3587 : 219 - 227
[10] DETERIORATION RATES OF CONCRETE BRIDGE DECKS
CADY, PD
WEYERS, RE
[J]. JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 1984, 110 (01): : 34 - 44

← 1 2 3 4 5 →