Author: Hisashi Daiguji
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 100
Book Description
Analytical Study of Orthotropic Steel Bridge Decks
Author: Hisashi Daiguji
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 100
Book Description
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 100
Book Description
An Analytical and Experimental Study of Orthotropic Steel Bridge Decks
Author: Azad, Abul Kalam
Publisher: 1973 [c1974]
ISBN:
Category : Bridges
Languages : en
Pages : 378
Book Description
Publisher: 1973 [c1974]
ISBN:
Category : Bridges
Languages : en
Pages : 378
Book Description
Design Manual for Orthotropic Steel Plate Deck Bridges
Author: American Institute of Steel Construction
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 250
Book Description
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 250
Book Description
Bridge Deck Analysis
Author: Anthony Ralph Cusens
Publisher: Wiley-Interscience
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 310
Book Description
Publisher: Wiley-Interscience
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 310
Book Description
Study of the Strain Response of Asphalt Pavements on Orthotropic Steel Bridge Decks Through Field Testing and Numerical Simulation
Author: Guodong Zeng
Publisher:
ISBN:
Category : Pavements, Asphalt
Languages : en
Pages : 19
Book Description
A composite structural system consisting of an orthotropic steel bridge deck, waterproof prime, binding course, and wearing surface is complicated. To simplify the analysis of such systems, general elastic and continuous structure theory is applied to the asphalt pavement on steel bridge decks to determine the magnitude of the strain. Large differences in mechanical results have been previously obtained in assessments of steel bridge deck pavements. Few studies have focused on the mechanical state and time-dependent response of a realistic steel bridge deck wearing surface because of the difficulty of measuring the strain of the pavement on a steel deck of a long-span bridge that is in service. This study performed static and dynamic loading tests on an actual long-span steel bridge and analyzed the characteristics of the time-dependent strain response of the bridge deck wearing surface. The results demonstrate that the asphalt wearing surface exhibited significant loading time and rate-dependent characteristics under both static and dynamic loading conditions. The test analysis results also revealed that the axle load, vehicle speed, and longitudinal slope of the bridge had significant effects on the mechanical responses of the bridge deck wearing surface. Based on a comparison between the finite element numerical simulation results and the measurements obtained from testing the actual bridge, the magnitudes of the mechanical strain responses of the wearing surface on a steel bridge deck under the dynamic wheel load of a vehicle were analyzed assuming that the wearing surface is elastic and that the elastic modulus can be determined from a four-point bending test. However, the cumulative effect of plastic deformation must be considered when analyzing the fatigue damage of a permanent wearing surface.
Publisher:
ISBN:
Category : Pavements, Asphalt
Languages : en
Pages : 19
Book Description
A composite structural system consisting of an orthotropic steel bridge deck, waterproof prime, binding course, and wearing surface is complicated. To simplify the analysis of such systems, general elastic and continuous structure theory is applied to the asphalt pavement on steel bridge decks to determine the magnitude of the strain. Large differences in mechanical results have been previously obtained in assessments of steel bridge deck pavements. Few studies have focused on the mechanical state and time-dependent response of a realistic steel bridge deck wearing surface because of the difficulty of measuring the strain of the pavement on a steel deck of a long-span bridge that is in service. This study performed static and dynamic loading tests on an actual long-span steel bridge and analyzed the characteristics of the time-dependent strain response of the bridge deck wearing surface. The results demonstrate that the asphalt wearing surface exhibited significant loading time and rate-dependent characteristics under both static and dynamic loading conditions. The test analysis results also revealed that the axle load, vehicle speed, and longitudinal slope of the bridge had significant effects on the mechanical responses of the bridge deck wearing surface. Based on a comparison between the finite element numerical simulation results and the measurements obtained from testing the actual bridge, the magnitudes of the mechanical strain responses of the wearing surface on a steel bridge deck under the dynamic wheel load of a vehicle were analyzed assuming that the wearing surface is elastic and that the elastic modulus can be determined from a four-point bending test. However, the cumulative effect of plastic deformation must be considered when analyzing the fatigue damage of a permanent wearing surface.
Behavior of Stress-laminated Parallel-chord Timber Bridge Decks
Author: A. G. Dimakis
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 24
Book Description
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 24
Book Description
Analysis of a Modified Design of the Orthotropic Steel Plate Bridge Deck
Author: Bruce Craig Barrett
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 298
Book Description
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 298
Book Description
Bridge Deck Analysis
Author: Eugene J. Obrien
Publisher: CRC Press
ISBN: 148222724X
Category : Technology & Engineering
Languages : en
Pages : 338
Book Description
Captures Current Developments in Bridge Design and MaintenanceRecent research in bridge design and maintenance has focused on the serviceability problems of older bridges with aging joints. The favored solution of integral construction and design has produced bridges with fewer joints and bearings that require less maintenance and deliver increased
Publisher: CRC Press
ISBN: 148222724X
Category : Technology & Engineering
Languages : en
Pages : 338
Book Description
Captures Current Developments in Bridge Design and MaintenanceRecent research in bridge design and maintenance has focused on the serviceability problems of older bridges with aging joints. The favored solution of integral construction and design has produced bridges with fewer joints and bearings that require less maintenance and deliver increased
Bridge Deck Analysis
Author: Damien L. Keogh
Publisher: CRC Press
ISBN: 9780203984147
Category : Architecture
Languages : en
Pages : 292
Book Description
The definitive text in the field of Bridge Deck behaviour and analysis Bridge Deck Analysis is an essential reference for civil and structural engineers. It provides bridge designers with the knowledge to understand the behaviour of bridge decks, to be familiar with, and to understand the various numerical modelling techniques, to know which technique is most suited. The book covers the grillage analogy, dedicates a chapter to the modelling and analysis of integral bridge forms and also provides guidance of the application of the finite element method.
Publisher: CRC Press
ISBN: 9780203984147
Category : Architecture
Languages : en
Pages : 292
Book Description
The definitive text in the field of Bridge Deck behaviour and analysis Bridge Deck Analysis is an essential reference for civil and structural engineers. It provides bridge designers with the knowledge to understand the behaviour of bridge decks, to be familiar with, and to understand the various numerical modelling techniques, to know which technique is most suited. The book covers the grillage analogy, dedicates a chapter to the modelling and analysis of integral bridge forms and also provides guidance of the application of the finite element method.