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S. Agnetti, Frattura ed Integrità Strutturale, 26 (2013) 31-40 ; DOI: 10.3221/IGF-ESIS.26.04 32 engineers and architects and today the research is further advancing at the field of studying glass properties both in structural aspects and in relation to building technology, energy and light. But glass is a challenging material due to its brittle feature. In order to use glass safely in structural applications, knowledge about its strength is required. The presence of the flaw in glass causes the failure [1]. The fracture mechanics shows how the failure depends on the depth of the flaw, on the number of them and also on the stress corrosion (called static fatigue in literature) [2]. The stress corrosion causes subcritical crack growth in glass. The crack propagation phenomenon occurs in glass when it is exposed to tensile stress and humidity. The particular flaw that produces the fracture is generally called the critical flaw. The processing of the edge of structural glass is studied; the edge has an important role to determine the failure. Indeed the finishing of the edge could remove in part the flaws or in other case it could produce other micro-cracks, without no- benefit for the strength of the glass [3]. The most important type of edge processings object of study [4] are grinding and polishing The strength of the glass can be evaluated through the fracture surface analysis: determining some physical parameter as the depth of the flaw and the mirror radius of the fracture after the failure of a glass element, it could be possible to calculate the failure strength of that [5]. For this evaluation, it was tested a group of glass element, in bending. It results that the edge processing has an influence on the failure strength of the glass. F RACTURE MECHANICS THEORY lass is an elastic material with a brittle behaviour at failure. Therefore linear elastic fracture mechanics (LEFM) is an ideal theory to model its behaviour. In fact, glass was the material used for the development of the basis of LEFM. In LEFM, mechanical material behaviour is modeled by looking at cracks . If we think at glass, as a material without flaws and defects, its resistance would be very high. But it doesn’t occur in practice because of the presence of the flaws. This phenomenon is explained by LEFM theory. According to the stress analysis conducted of an elliptical cavity in a uniformly stressed plate, the local stresses about a sharp notch or corner could raise to a level several times higher than the applied stress. It thus became apparent that even submicroscopic flaws might be potential sources of weakness in solids. Introducing the concept of the stress intensity factor (SIF), expressed to evaluate the failure, glass element fails when this value reaches the critical value K Ic . The general relationship between the stress intensity factor K I , the nominal tensile stress normal to the crack’s plane σ n , a correction factor Y , and some representative geometric parameter a , in general the crack depth or half of the crack length, is given by: K Y a I n    (1) The fracture toughness K Ic , also known as the critical stress intensity factor, is the SIF that leads to instantaneous failure. K Ic is a constant value and is also called fracture toughness. Values K Ic are available in literature, for soda-lime glass it is 0.75 MPa m 1/2 . From LEFM is possible obtaining the failure stress form the measure of the depth of the flaw, as shown in [6] and [7]. Stress corrosion Glass is noted for its chemical inertness and general resistance to corrosion; therefore, it is used in the chemical industry and in the laboratory when chemical inertness is required. Despite this well-known property, glass is extremely susceptible to stress corrosion cracking caused by water in the environment. This phenomenon is known in the glass literature as static fatigue or delayed failure. The susceptibility of glass to stress corrosion cracking was observed noting a time delay to failure and a loading rate dependence of strength. This effect is an activated process caused by water in the environment. Static fatigue of glass results from the growth of small cracks in the surface of glass under the combined influence of water vapor and applied load. Actually, glass is time dependent if it is in presence of humidity (only in vacuum it is time-independent). Stress corrosion causes flaws to grow slowly when they are exposed to a positive crack opening stress. A glass element stressed below its momentary strength (e.g. the static load) will still fail after the time necessary for the most critical flaw to grow to its critical size at a particular stress level. G