The present paper summarIzes several re:>uirs on compression fracture and its scaling re-ct'fltiy obtailled at \'orthwestern liniver:>ity They deal with tht ' devdopment of approxi-lllate asymptotic formulas for the nominal:'trength of quasibrittle structUl'es, and focuses 011 concrete and fiber composites. One approach exploits the approximate method of energ:' release zones. and another approach is based on asymptotic expansions of quasi-LEF:\I so-lutions. The compression fracture is assumed to be caused either by axial splitting or by lateral propagation of a band of axial splitting cracks. The residual stress transmitted across the band is governed by internal buckling. The size effect cun'e of t...
AbstractTheory of concrete fracture, despite all the efforts of numerous researchers, still did not ...
The size effects in compression on drilled cylindrical concrete specimens obtained from a unique con...
Concrete is a so called quasi-brittle material which, despite predominantly elastic material respons...
ABSTRACT: It is by now well established that tensile failure of quasibrittle materials such as concr...
ABSTRACT: A simplified fracture-mechanics-based model of compression failure of centrically or eccen...
The paper has a two-fold pui-pose: (1) to review the main recent re-sults on the problems of size ef...
ABSTRACT: Fracture of concrete and other brittle disordered materials is a complex process involving...
This article attempts to review the progress achieved in the understanding of scaling and size effec...
The paper presents a model for size effect in the failure of columns or other compression made membe...
Abstract. Fracture of quasibrittle materials such as concrete, rock, ice, tough ceramics and various...
100-110Modeling the behaviour of quasibrittle materials (concrete, rock, fiber composites, ceramics,...
The report attempts a broad review of the problem of size effect or scaling of failure, which has re...
Composite materials such as concrete and ceramics with coarse material microstructures exhibit size-...
ABSTRACT: The fracture front in concrete, as well as rock, is blunted by a zone of microcracking, an...
Presented is a concise summary of recent Northwestern University studies of six new problems. First,...
AbstractTheory of concrete fracture, despite all the efforts of numerous researchers, still did not ...
The size effects in compression on drilled cylindrical concrete specimens obtained from a unique con...
Concrete is a so called quasi-brittle material which, despite predominantly elastic material respons...
ABSTRACT: It is by now well established that tensile failure of quasibrittle materials such as concr...
ABSTRACT: A simplified fracture-mechanics-based model of compression failure of centrically or eccen...
The paper has a two-fold pui-pose: (1) to review the main recent re-sults on the problems of size ef...
ABSTRACT: Fracture of concrete and other brittle disordered materials is a complex process involving...
This article attempts to review the progress achieved in the understanding of scaling and size effec...
The paper presents a model for size effect in the failure of columns or other compression made membe...
Abstract. Fracture of quasibrittle materials such as concrete, rock, ice, tough ceramics and various...
100-110Modeling the behaviour of quasibrittle materials (concrete, rock, fiber composites, ceramics,...
The report attempts a broad review of the problem of size effect or scaling of failure, which has re...
Composite materials such as concrete and ceramics with coarse material microstructures exhibit size-...
ABSTRACT: The fracture front in concrete, as well as rock, is blunted by a zone of microcracking, an...
Presented is a concise summary of recent Northwestern University studies of six new problems. First,...
AbstractTheory of concrete fracture, despite all the efforts of numerous researchers, still did not ...
The size effects in compression on drilled cylindrical concrete specimens obtained from a unique con...
Concrete is a so called quasi-brittle material which, despite predominantly elastic material respons...