Creep and Hygrothermal Effects in Concrete Structures

Based on current level of theoretical development

Clear separation, in Parts I and II, of the minimalistic simple approach for practicing engineers from a more realistic but more sophisticated approach for researchers and analysts of special structures

Multiscale relation of macroscopic models to nano-scale materials science, thermodynamics of water adsorption, and diffusion processes

Includes probabilistic aspects, statistical data evaluation, and statistical prediction, required to counter high scatter in structural response

Includes case studies, such as the excessive deflections of collapsed world-record bridge in Palau

Winner of a 2019 Most Promising New Textbook Award Based on current level of theoretical development Clear separation, in Parts I and II, of the minimalistic simple approach for practicing engineers from a more realistic but more sophisticated approach for researchers and analysts of special structures Multiscale relation of macroscopic models to nano-scale materials science, thermodynamics of water adsorption, and diffusion processes Includes probabilistic aspects, statistical data evaluation, and statistical prediction, required to counter high scatter in structural response Includes case studies, such as the excessive deflections of collapsed world-record bridge in Palau

Autorentext

Zden k Baant. Born and educated in Prague (Ph.D. 1963), Zden k Baant joined Northwestern in 1969, where he has been W.P. Murphy Professor since 1990 and simultaneously McCormick Institute Professor since 2002, as well as Director of Center for Geomaterials (1981-87). He was inducted to NAS, NAE, American Academy of Arts & Sciences, Royal Society London; to the academies of Italy (Lincei), Austria, Spain, Czech Republic, Greece (Athens) and Lombardy; and to Academia Europaea and European Academy of Sciences & Arts. He is an honorary member of ASCE, ASME, ACI, and RILEM; received seven honorary doctorates as well as the von Karman, Timoshenko, Prager and Newmark medals among many others; was awarded the Austrian Cross for Science and Art 1st Class from President of Austria; was President of SES, founding President of IA-FraMCoS and IA-ConCreep, and Editor-in-Chief of ASCE Journal of Engineering Mechanics. He has previously authored 7 books and over 600 papers. In 2015, ASCE established Z.P. Baant Medal for Failure and Damage Prevention, and Z.P. Baant Prize for Engineering Mechanics was created in Czech Republic. He is one of the original top 100 ISI Highly Cited Scientists in Engineering (www.ISIhighlycited.com). Milan Jirásek graduated from the Czech Technical University in Prague in 1985 and received his Ph.D. from Northwestern University in 1993. From 1994 to 2004 he was a researcher at the Swiss Federal Institute of Technology in Lausanne. Since 2004 he has been a professor at the Faculty of Civil Engineering, Czech Technical University in Prague. His research focuses on mathematical modeling and numerical simulations of deformation and failure of materials and structures, based on the theories of viscoelasticity, plasticity, fracture and damage mechanics. He has co-authored one book (Inelastic Analysis of Structures) and more than 60 journal papers,and he has co-organized a series of international conferences (CFRAC - Computational Modeling of Fracture and Failure of Materials and Structures).

Inhalt
Part I Fundamentals.- 1 Introduction.- 2 Fundamentals of Linear Viscoelasticity.- 3 Basic Properties of Concrete Creep, Shrinkage and Drying.- 4 Structural Effects of Creep and AAEM.- 5 Numerical Analysis of Creep Problems.- 6 Uncertainty Due to Parameter Randomness.- 7 Paradigms of Application, Phenomena Affecting Creep.- Part II Advanced Topics.- 8 Moisture Transport in Concrete.- 9 Solidification Theory.- 10 Microprestress-Solidification Theory.- 11 Physical and Statistical Justifications of Models B3 and B4.- 12 Cracking and Fracture Mechanics Aspects.- 13 Temperature Effect.- A Viscoelastic Rheologic Models.- B Historical Note on Old Creep Models.- C Estimates of Parameters Used By RILEM Model B3.- D Estimates of Parameters Used By RILEM Model B4.- ECreep Models Recommended by Design Codes.- F Continuous Retardation Spectrum.- G Updating Long-Time Shrinkage Predictions.- H Transport Properties.- I Moisture Transport in Porous Materials.- J Nonstandard Statistics.- K Potentials for Aging Viscoelasticity.- L Method of Measurement of Creep and Shrinkage.