The Diurnal Thermal Loading of Cracked Reinforced Concrete Bridges

The Diurnal Thermal Loading of Cracked Reinforced Concrete Bridges PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :

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The Diurnal Thermal Loading of Cracked Reinforced Concrete Bridges

The Diurnal Thermal Loading of Cracked Reinforced Concrete Bridges PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :

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Proceedings

Proceedings PDF Author: Institution of Civil Engineers (Great Britain)
Publisher:
ISBN:
Category : Civil engineering
Languages : en
Pages : 696

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Proceedings - Institution of Civil Engineers

Proceedings - Institution of Civil Engineers PDF Author: Institution of Civil Engineers (Great Britain)
Publisher:
ISBN:
Category : Civil engineering
Languages : en
Pages : 700

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The Structural Engineer

The Structural Engineer PDF Author:
Publisher:
ISBN:
Category : Concrete construction
Languages : en
Pages : 1178

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Concrete Slabs

Concrete Slabs PDF Author: L.A. Clarke
Publisher: CRC Press
ISBN: 9780853342540
Category : Architecture
Languages : en
Pages : 586

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Book Description
This book provides an up-to-date description of the latest procedures for analysis and design of reinforced concrete slabs. It explains the yield line method of analysis and Hillerborg's strip method of design, and discusses the basic North American and British practices.

Thermal Stresses in Concrete Structures

Thermal Stresses in Concrete Structures PDF Author: Stuart J. Thurston
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 882

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Response of Highway Bridges to Nonlinear Temperature Distributions

Response of Highway Bridges to Nonlinear Temperature Distributions PDF Author: Izak Cornelius Potgieter
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 328

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Book Description
The effects of nonlinear temperature distributions resulting from solar radiation on highway bridge decks are investigated. A finite-difference heat flow-model was developed and used to determine the distributions of temperatures to be expected in various highway bridge structures, and the general validity of the model was established by means of comparisons between measured and predicted temperature distributions in the Kishwaukee River Bridge, a large box girder structure. Weather data from 26 stations in the United States were studied in order to determine the limiting values of probable temperature differences over the depths of girders in different geographical regions. The bending moments induced in various continuous bridges were studied, with the aim of isolating the most critical cases. Recommendations about design are made, as are recommendations for additional study of some factors relating to the design process.

Analysis of Deformation and Crack of Reinforced Concrete Flexural Members Subjected to Thermal Loading in the Low Temperature Region

Analysis of Deformation and Crack of Reinforced Concrete Flexural Members Subjected to Thermal Loading in the Low Temperature Region PDF Author: R. Sato
Publisher:
ISBN:
Category :
Languages : en
Pages : 504

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Thermal Cracking of Massive Concrete Structures

Thermal Cracking of Massive Concrete Structures PDF Author: Eduardo M.R. Fairbairn
Publisher: Springer
ISBN: 3319766171
Category : Technology & Engineering
Languages : en
Pages : 432

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Book Description
This book provides a State of the Art Report (STAR) produced by RILEM Technical Committee 254-CMS ‘Thermal Cracking of Mas-sive Concrete Structures’. Several recent developments related to the old problem of understanding/predicting stresses originated from the evolution of the hydration of concrete are at the origin of the creation this technical committee. Having identified a lack in the organization of up-to-date scientific and technological knowledge about cracking induced by hydration heat effects, this STAR aims to provide both practitioners and scientists with a deep integrated overview of consolidated knowledge, together with recent developments on this subject.

Thermal Cracking in Concrete at Early Ages

Thermal Cracking in Concrete at Early Ages PDF Author: R. Springenschmid
Publisher: CRC Press
ISBN: 9780419187103
Category : Architecture
Languages : en
Pages : 500

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Book Description
Restraint and intrinsic stresses in concrete at early ages are vitally important for concrete structures which must remain free of water-permeable cracks, such as water-retaining structures, tunnel linings, locks and dams. The development of hydration heat, stiffness and strength, also the degree of restraint and, especially for high-strength concrete, non-thermal effects, are decisive for sensitivity to cracking. Determining thses stresses in the laboratory and in construction components has led to a clearer understanding of how they develop and how to optimize mix design, temperature and curing conditions. New testing equipment has enabled the effects of all the important parameters to be qualified and more reliable models for predictiong restraint stresses to be developed. Thermal Cracking in Conrete at Early Ages contains 56 contributions by leading international specialists presented at the RILEM Symposium held in October 1994 at the Technical University of Munich. It will be valuable for construction and site engineers, concrete technologists and scientists.