In this paper, the authors present the measurement of the fracture energy Gr of the three-point bend concrete beam in nine sizes by means of the method recommended by Rilem. The experimental result indicates that the concrete fracture energy measured in this way still possesses a size effectiveness.
Some aspects of causal & neutral equations used in modelling
β Scribed by Christopher T.H. Baker; Gennady Bocharov; Eugene Parmuzin; Fathalla Rihan
- Publisher
- Elsevier Science
- Year
- 2009
- Tongue
- English
- Weight
- 1011 KB
- Volume
- 229
- Category
- Article
- ISSN
- 0377-0427
No coin nor oath required. For personal study only.
β¦ Synopsis
The problem that motivates the considerations here is the construction of mathematical models of natural phenomena that depend upon past states. The paper divides naturally into two parts: in the first, we expound the inter-connection between ordinary differential equations, delay-differential equations, neutral delay-differential equations and integral equations (with emphasis on certain linear cases). As we show, this leads to a natural hierarchy of model complexity when such equations are used in mathematical and computational modelling, and to the possibility of reformulating problems either to facilitate their numerical solution or to provide mathematical insight, or both. Volterra integral equations include as special cases the others we consider. In the second part, we develop some practical and theoretical consequences of results given in the first part. In particular, we consider various approaches to the definition of an adjoint, we establish (notably, in the context of sensitivity analysis for neutral delay-differential equations) rΓ΄les for well-defined adjoints and 'quasi-adjoints', and we explore relationships between sensitivity analysis, the variation of parameters formulae, the fundamental solution and adjoints.
π SIMILAR VOLUMES
Basic compu~tion~ aspects of concrete strain localization and ways to avoid load step sensitivity are discussed, as numerical algorithms usually adopted for hardening plasticity may lead to load step sensitive results, when applied to softening plasticity problems. Elasto-viscoplastic algorithm for
This paper presents a study of the behaviour of soluble salts (major ions) in a highly compacted bentonite subjected to a thermohydraulic gradient. This is achieved via the application of a numerical model, COMPASS, which implements a fully coupled thermo/hydro/mechanical formulation for unsaturated