Author: H. Kronen
Publisher:
ISBN:
Category :
Languages : en
Pages : 0
Book Description
The Behaviour of Concrete Under Cyclic Loading at Cryogenic Temperatures
Author: H. Kronen
Publisher:
ISBN:
Category :
Languages : en
Pages : 0
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 0
Book Description
Static and Cyclic Behavior of Structural Lightweight Concrete at Cryogenic Temperatures
Author: D. Berner
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 17
Book Description
The mechanical behavior of a high-strength, lightweight concrete made with expanded-shale aggregate was determined in the temperature range from 23°C (73°F) to -196°C (-320°F). High-strength, lightweight concrete is of particular interest for use in offshore cryogenic containment structures in which the concrete may be subjected to low temperatures and high-intensity cyclic loading simulating 20-year stormwave action. Values of compressive strength, tensile strength, and elastic modulus were determined, with moisture content and cyclic loading serving as key parameters. An evaluation was also made of the behavior of embedded strain gages at cryogenic temperatures. The results indicate that the lightweight concrete performed favorably under the test conditions, with the mechanical properties generally increasing at low temperatures with greater gains for higher moisture contents. Cyclic loading induced relatively minor fatigue damage in the concrete and should not affect the structural performance of an offshore containment structure.
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 17
Book Description
The mechanical behavior of a high-strength, lightweight concrete made with expanded-shale aggregate was determined in the temperature range from 23°C (73°F) to -196°C (-320°F). High-strength, lightweight concrete is of particular interest for use in offshore cryogenic containment structures in which the concrete may be subjected to low temperatures and high-intensity cyclic loading simulating 20-year stormwave action. Values of compressive strength, tensile strength, and elastic modulus were determined, with moisture content and cyclic loading serving as key parameters. An evaluation was also made of the behavior of embedded strain gages at cryogenic temperatures. The results indicate that the lightweight concrete performed favorably under the test conditions, with the mechanical properties generally increasing at low temperatures with greater gains for higher moisture contents. Cyclic loading induced relatively minor fatigue damage in the concrete and should not affect the structural performance of an offshore containment structure.
Temperature Effects on Concrete
Author: Tarun R. Naik
Publisher: ASTM International
ISBN: 9780803104358
Category : Technology & Engineering
Languages : en
Pages : 193
Book Description
Publisher: ASTM International
ISBN: 9780803104358
Category : Technology & Engineering
Languages : en
Pages : 193
Book Description
Cryogenic behaviour of materials for prestressed concrete
Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
ISBN: 0907862047
Category : Technology & Engineering
Languages : en
Pages : 87
Book Description
Publisher: FIB - International Federation for Structural Concrete
ISBN: 0907862047
Category : Technology & Engineering
Languages : en
Pages : 87
Book Description
Time-dependent Behavior of Concrete Under Sustained Load and Cyclic Temperature
Author: Hani Muhammad Fahmi
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 302
Book Description
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 302
Book Description
Behavior of Prestressed Concrete Subjected to Low Temperatures and Cyclic Loading
Author: Dale Eric Berner
Publisher:
ISBN:
Category : Low temperature engineering
Languages : en
Pages : 452
Book Description
Publisher:
ISBN:
Category : Low temperature engineering
Languages : en
Pages : 452
Book Description
Behaviour of Reinforced Concrete Under Cyclic Loading
Author: Kardiyono Tjokrodimuljo
Publisher:
ISBN:
Category : Earthquake engineering
Languages : en
Pages : 193
Book Description
Publisher:
ISBN:
Category : Earthquake engineering
Languages : en
Pages : 193
Book Description
Materials and Structures in Cold Regions
Author: Jia-Bao Yan
Publisher: Elsevier
ISBN: 0443219311
Category : Technology & Engineering
Languages : en
Pages : 523
Book Description
Materials and Structures in Cold Regions: The Impact of Low Temperatures on Construction Materials and the Structural Behaviour of Structural Members is based on the latest research undertaken at Tianjin University, P.R. China and National University of Singapore. The book provides detailed experimental research on the influences of low temperatures on the mechanical properties of constructional materials and structural behavior of typical structural members at low temperatures, e.g., beams, columns, and walls. The theoretical and numerical models in the book on structural members at low temperatures simplifies and provides guidelines for structural engineers working on cold-region projects.The book blends the fundamental development of concepts with the practical specification of materials and structures at low temperatures. - Provides detailed experimental research on the influence of low temperatures on the mechanical properties of constructional materials, and structural behavior of typical structural members at low temperatures, e.g., beams, columns, and walls - Covers fundamental development of concepts, with the practical specification of materials and structures at low temperatures - Presents the latest research, undertaken at Tianjin University, P.R. China and the National University of Singapore, Singapore
Publisher: Elsevier
ISBN: 0443219311
Category : Technology & Engineering
Languages : en
Pages : 523
Book Description
Materials and Structures in Cold Regions: The Impact of Low Temperatures on Construction Materials and the Structural Behaviour of Structural Members is based on the latest research undertaken at Tianjin University, P.R. China and National University of Singapore. The book provides detailed experimental research on the influences of low temperatures on the mechanical properties of constructional materials and structural behavior of typical structural members at low temperatures, e.g., beams, columns, and walls. The theoretical and numerical models in the book on structural members at low temperatures simplifies and provides guidelines for structural engineers working on cold-region projects.The book blends the fundamental development of concepts with the practical specification of materials and structures at low temperatures. - Provides detailed experimental research on the influence of low temperatures on the mechanical properties of constructional materials, and structural behavior of typical structural members at low temperatures, e.g., beams, columns, and walls - Covers fundamental development of concepts, with the practical specification of materials and structures at low temperatures - Presents the latest research, undertaken at Tianjin University, P.R. China and the National University of Singapore, Singapore
Marine Concrete
Author: A.L. Marshall
Publisher: Springer Science & Business Media
ISBN: 1468499661
Category : Medical
Languages : en
Pages : 412
Book Description
Concrete is commonly regarded as a mundane, prosaic material whilst the sea is perceived as a fearsome environment, endowed with mystery. Mystery stems from lack of knowledge, and to that extent both concrete and sea have something in common-we fall a long way short of knowing enough about them. Fortunately we have learned enough from our investigations and experiences to be able to set the limits within which we should operate. It is important for the engineer to seek to quantify the effects of the environment on materials and structures so that these can be made safe and adequately durable for their intended economic life. This is especially true for marine structures. Thus the primary purpose of this book is to provide a useful synthesis of the behaviour of concrete and concrete structures in the marine environment. An outline of the content of the book is provided in the latter part of the first chapter and so will not be anticipated here. The chief aim throughout, however, is to work as far as possible within a context of the appropriate governing physical phenomena, giving due consideration to the mathematical relationships between them. Moreover, without intending to be a design manual, an introduction is given to the sources of information which designers are likely to use, as well as to structural achievements. It is hoped that there should emerge an implicit integration between structure and constituent materials and the surrounding environment.
Publisher: Springer Science & Business Media
ISBN: 1468499661
Category : Medical
Languages : en
Pages : 412
Book Description
Concrete is commonly regarded as a mundane, prosaic material whilst the sea is perceived as a fearsome environment, endowed with mystery. Mystery stems from lack of knowledge, and to that extent both concrete and sea have something in common-we fall a long way short of knowing enough about them. Fortunately we have learned enough from our investigations and experiences to be able to set the limits within which we should operate. It is important for the engineer to seek to quantify the effects of the environment on materials and structures so that these can be made safe and adequately durable for their intended economic life. This is especially true for marine structures. Thus the primary purpose of this book is to provide a useful synthesis of the behaviour of concrete and concrete structures in the marine environment. An outline of the content of the book is provided in the latter part of the first chapter and so will not be anticipated here. The chief aim throughout, however, is to work as far as possible within a context of the appropriate governing physical phenomena, giving due consideration to the mathematical relationships between them. Moreover, without intending to be a design manual, an introduction is given to the sources of information which designers are likely to use, as well as to structural achievements. It is hoped that there should emerge an implicit integration between structure and constituent materials and the surrounding environment.
Influence of Loading Sequence on Low Cycle Fatigue Behavior of Normal Weight Concrete Under Direct Tension
Author: Xudong Chen
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 18
Book Description
Under seismic action, concrete can be considered to be subjected to multistage constant cyclic loads. Moreover, the failure of concrete is predominantly manifested in cracking caused by tension. This article studies the dynamic mechanical properties of concrete specimens under direct cyclic tension. According to the experimental results, this article discusses selections of damage parameters and the establishment of the evolution model on the basis of elastic modulus degradation and plastic strain accumulation. According to reasonable damage parameters, the damage evolution mechanism is investigated to propose a modified model, by which the failure process and the fatigue life of concrete under cyclic loading can be predicted. Additionally, the proposed damage evolution model is used to analyze the experimental data of the related literature and this study, which both turn out a good match in the prediction.
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 18
Book Description
Under seismic action, concrete can be considered to be subjected to multistage constant cyclic loads. Moreover, the failure of concrete is predominantly manifested in cracking caused by tension. This article studies the dynamic mechanical properties of concrete specimens under direct cyclic tension. According to the experimental results, this article discusses selections of damage parameters and the establishment of the evolution model on the basis of elastic modulus degradation and plastic strain accumulation. According to reasonable damage parameters, the damage evolution mechanism is investigated to propose a modified model, by which the failure process and the fatigue life of concrete under cyclic loading can be predicted. Additionally, the proposed damage evolution model is used to analyze the experimental data of the related literature and this study, which both turn out a good match in the prediction.