Author: Hani Muhammad FahmiPublisher:
ISBN:
Category : Concrete
Languages : en
Pages : 302
Book Description
Time-dependent Behavior of Concrete Under Sustained Load and Cyclic Temperature
Author: Hani Muhammad FahmiPublisher:
ISBN:
Category : Concrete
Languages : en
Pages : 302
Book Description
Time-dependent Behavior of Concrete Under Sustained Load and Cycli Temperature
Author: H.M. FahmiTime-Dependent Behaviour of Concrete Structures
Author: Raymond Ian GilbertPublisher: CRC Press
ISBN: 1482288710
Category : Technology & Engineering
Languages : en
Pages : 447
Book Description
Serviceability failures of concrete structures involving excessive cracking or deflection are relatively common, even in structures that comply with code requirements. This is often as a result of a failure to adequately account for the time-dependent deformations of concrete in the design of the structure. The serviceability provisions embodied in
Effects of Humidity on the Time-dependent Behavior of Concrete Under Sustained Loading
Author: Hesham R. Al-AlusiPublisher:
ISBN:
Category : Concrete
Languages : en
Pages : 167
Book Description
Time-dependent Behavior of High-strength Concrete Under High Sustained Compressive Stresses
Author: Mohammad Mahmoud SmadiPublisher:
ISBN:
Category : Concrete
Languages : en
Pages : 664
Book Description
Effects of Humidity on the Time-dependent Behavior of Concrete Under Sustained Loading
Author: Hesham Rauf Al-AlusiPublisher:
ISBN:
Category :
Languages : en
Pages : 446
Book Description
The Behavior of Concrete in Flexure Under Varying Repeated Loads
Author: Hubert K. HilsdorfPublisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 162
Book Description
Time Dependent Behaviour of High Strength Concrete
Author: Ningxu HanPublisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 352
Book Description
Computational Modelling of Concrete Structures
Author: Günther MeschkePublisher: CRC Press
ISBN: 1351726757
Category : Technology & Engineering
Languages : en
Pages : 1735
Book Description
The EURO-C conference series (Split 1984, Zell am See 1990, Innsbruck 1994, Badgastein 1998, St. Johann im Pongau 2003, Mayrhofen 2006, Schladming 2010, St. Anton am Arlberg 2014, and Bad Hofgastein 2018) brings together researchers and practising engineers concerned with theoretical, algorithmic and validation aspects associated with computational simulations of concrete and concrete structures. Computational Modelling of Concrete Structures reviews and discusses research advancements and the applicability and robustness of methods and models for reliable analysis of complex concrete, reinforced concrete and pre-stressed concrete structures in engineering practice. The contributions cover both computational mechanics and computational modelling aspects of the analysis and design of concrete and concrete structures: Multi-scale cement and concrete research: experiments and modelling Aging concrete: from very early ages to decades-long durability Advances in material modelling of plain concrete Analysis of reinforced concrete structures Steel-concrete interaction, fibre-reinforced concrete, and masonry Dynamic behaviour: from seismic retrofit to impact simulation Computational Modelling of Concrete Structures is of special interest to academics and researchers in computational concrete mechanics, as well as industry experts in complex nonlinear simulations of concrete structures.
Time Effects in Concrete Structures
Author: R. I. GilbertPublisher: Elsevier Publishing Company
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 344
Book Description
The inability of designers of concrete structures to recognize and quantify the non-linear effects of cracking, creep and shrinkage is a common cause of serviceability failure. Such failures include excessive deflection, camber and/or shortening of members and excessive cracking which may cause aesthetic or durability problems. This book provides practising engineers with practical and usable techniques for predicting the non-linear effects of creep and shrinkage on the in-service behaviour of concrete structures. Both cracked and uncracked reinforced, prestressed, and composite members subjected to sustained loads or sustained deformations are considered. Analytical procedures are developed for the calculation of instantaneous and time-dependent stresses and deformations on cross-sections in both simple and continuous members. Numerous self-contained worked examples which clearly illustrate the analytical procedures are included. A wide variety of practical situations is considered. Listings of microcomputer programs for a number of the analyses are also presented.