عنوان

Continuous and discontinuous modelling of fracture in concrete using FEM

شابک

3642284639

شابک

9783642284632

شماره

b567357

عنوان اصلي

Continuous and discontinuous modelling of fracture in concrete using FEM

نام عام مواد

[Book]

نام نخستين پديدآور

Jacek Tejchman and Jerzy Bobiński.

محل نشرو پخش و غیره

Berlin ; New York

نام ناشر، پخش کننده و غيره

Springer

تاریخ نشرو بخش و غیره

©2013.

عنوان فروست

Springer series in geomechanics and geoengineering.

متن يادداشت

Introduction --; General --; Literature Overview --; Theoretical Models --; Discrete Lattice Model --; Epilogue.

متن يادداشت

The book analyzes a quasi-static fracture process in concrete and reinforced concrete by means of constitutive models formulated within continuum mechanics. A continuous and discontinuous modelling approach was used. Using a continuous approach, numerical analyses were performed using a finite element method and three different enhanced continuum models: isotropic elasto-plastic, isotropic damage and anisotropic smeared crack one. The models were equipped with a characteristic length of micro-structure by means of a non-local and a second-gradient theory. So they could properly describe the formation of localized zones with a certain thickness and spacing and a related deterministic size effect. Using a discontinuous FE approach, numerical results of cracks using a cohesive crack model and XFEM were presented which were also properly regularized. Finite element analyses were performed with concrete elements under monotonic uniaxial compression, uniaxial tension, bending and shear-extension. Concrete beams under cyclic loading were also simulated using a coupled elasto-plastic-damage approach. Numerical simulations were performed at macro- and meso-level of concrete. A stochastic and deterministic size effect was carefully investigated. In the case of reinforced concrete specimens, FE calculations were carried out with bars, slender and short beams, columns, corbels and tanks. Tensile and shear failure mechanisms were studied. Numerical results were compared with results from corresponding own and known in the scientific literature laboratory and full-scale tests.

موضوع مستند نشده

Concrete -- Cracking -- Mathematical models.

موضوع مستند نشده

Finite element method.

موضوع مستند نشده

TECHNOLOGY & ENGINEERING -- Engineering (General)

شماره رده

نشانه اثر

مستند نام اشخاص تاييد نشده

Jacek Tejchman and Jerzy Bobiński.

مستند نام اشخاص تاييد نشده

Jacek Tejchman

مستند نام اشخاص تاييد نشده

Jerzy Bobiński

نام الکترونيکي

نوع ماده

[Book]

تكميل شده

Y