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Title Lifetime-oriented structural design concepts / edited by Friedhelm Stangenberg
Published Berlin ; London : Springer, ©2009

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Description 1 online resource
Contents Cover -- Contents -- 1 Lifetime-Oriented Design Concepts -- 1.1 Lifetime-Related Structural Damage Evolution -- 1.2 Time-Dependent Reliability of Ageing Structures -- 1.3 Idea of Working-Life Related Building Classes -- 1.4 Economic and Further Aspects of Service-Life Control -- 1.5 Fundamentals of Lifetime-Oriented Design -- 2 Damage-Oriented Actions and Environmental Impact -- 2.1 Wind Actions -- 2.1.1 Wind Buffeting with Relation to Fatigue -- 2.1.2 Influence of Wind Direction on Cycles of Gust Responses -- 2.1.3 Vortex Excitation Including Lock-In -- 2.1.4 Micro and Macro Time Domain -- 2.2 Thermal Actions -- 2.2.1 General Comments -- 2.2.2 Thermal Impacts on Structures -- 2.2.3 Test Stand -- 2.2.4 Modelling of Short Term Thermal Impacts and Experimental Results -- 2.2.5 Application: Thermal Actions on a Cooling Tower Shell -- 2.3 Transport and Mobility -- 2.3.1 Traffic Loads on Road Bridges -- 2.3.2 Aerodynamic Loads along High-Speed Railway Lines -- 2.4 Load-Independent Environmental Impact -- 2.4.1 Interactions of External Factors Influencing Durability -- 2.4.2 Frost Attack (with and without Deicing Agents) -- 2.4.3 External Chemical Attack -- 2.5 Geotechnical Aspects -- 2.5.1 Settlement Due to Cyclic Loading -- 2.5.2 Multidimensional Amplitude for Soils under Cyclic Loading -- 3 Deterioration of Materials and Structures -- 3.1 Phenomena of Material Degradation on Various Scales -- 3.1.1 Load Induced Degradation -- 3.1.2 Non-mechanical Loading -- 3.1.3 Accumulation in Soils Due to Cyclic Loading: A Deterioration Phenomenon? -- 3.2 Experiments -- 3.2.1 Laboratory Testing of Structural Materials -- 3.2.2 High-Cycle Laboratory Tests on Soils -- 3.2.3 Structural Testing of Composite Structures of Steel and Concrete -- 3.3 Modelling -- 3.3.1 Load Induced Damage -- 3.3.2 Non-mechanical Loading and Interactions -- 3.3.3 A High-Cycle Model for Soils -- 3.3.4 Models for the Fatigue Resistance of Composite Structures -- 3.4 Numerical Examples -- 3.4.1 Durability Analysis of a Concrete Tunnel Shell -- 3.4.2 Durability Analysis of a Cementitious Beam Exposed to Calcium Leaching and External Loading -- 3.4.3 Durability Analysis of a Sealed Panel with a Leakage -- 3.4.4 Numerical Simulation of a Concrete Beam A.ected by Alkali-Silica Reaction -- 3.4.5 Lifetime Assessment of a Spherical Metallic Container -- 4 Methodological Implementation -- 4.1 Fundamentals -- 4.1.1 Classification of Deterioration Problems -- 4.1.2 Numerical Methods -- 4.1.3 Uncertainty -- 4.1.4 Design -- 4.2 Numerical Methods -- 4.2.1 Generalization of Single- and Multi-Field Models -- 4.2.2 Strategy of Numerical Solution -- 4.2.3 Weak Formulation -- 4.2.4 Spatial Discretization Methods -- 4.2.5 Solution of Stationary Problems -- 4.2.6 Temporal Discretization Methods -- 4.2.7 Generalized Computational Durabilty Mechanics -- 4.2.8 Adaptivity in Space and Time -- 4.2.9 Discontinuous Finite Elements -- 4.2.10 Substructuring and Model Reduction of Partially Damaged Structures -- 4.2.11 Strategy for Polycyclic Loading of Soil -- 4.3 System Identification -- 4.3.1 Covariance Analysis -- 4.3.2 Subspace Methods -- 4.4 Reliability Analysis -- 4.4.1 General Problem Definition -- 4.4.2 Time-Invariant Problems -- 4.4.3 Time-Variant Problems -- 4.4.4 Parallelization of Reliability Analyses -- 4.5 Optimization and Design -- 4.5.1 Classification of Optimization P
Summary Safety and reliability are important for the whole expected service duration of an engineering structure. Therefore, prognostical solutions for different building types are needed and uncertainties have to be handled. Life-cycle strategies to control future structural degradations by concepts of appropriate design have to be developed, in case including means of inspection, maintenance, and repair. Aspects of costs and sustainability also matter. The Cooperative Research Center for Lifetime-Oriented Design Concepts (SFB 398) at Ruhr University in Bochum combines the wide range of scientific topics between structural engineering, structural and soil mechanics and material sciences regarding structural lifetime management in this present extraordinary monolithic format. The characterization and modeling of lifetime-related external actions of multiple origin are presented in this book as well as the physical description, the modeling and the validation of material degradation. Adaptive numerical methods and simulation techniques are provided for the lifetime-oriented design concepts to forecast material and structural degradation. Stochastic aspects, mathematical optimization methods and interactions between various influences are included. Thus, a solid basis is provided for future practical use and also for standardization of structural design with respect to lifetime-prediction
Bibliography Includes bibliographical references and index
Notes Print version record
Subject Service life (Engineering) -- Evaluation
Service life (Engineering) -- Mathematical models
TECHNOLOGY & ENGINEERING -- Structural.
Ingénierie.
Service life (Engineering) -- Mathematical models
Form Electronic book
Author Stangenberg, Friedhelm
ISBN 9783642014628
3642014623
1282509748
9781282509740