In structural design the bending strength of heat-treated glass is in general calculated as the simple sum of the characteristic values of the strength of annealed glass and of the thermally-induced prestress, considered as the 5% quantiles of the corresponding statistical distributions. However, the probability that two stochastic variables attain small values simultaneously is quite low; therefore, it is expected that the 5% quantile of the heat-treated glass strength is higher than the simple sum of the 5% quantiles of the two constituent distributions. Here, we theoretically confirm this result by assuming a two-parameter Weibull distribution for the population of annealed glass strengths and a Gaussian distribution for the thermal stre...
The macroscopic strength of float glass is governed by the presence of micro-cracks, whose size, ori...
Partial safety factors for actions and resistances are used in the semi-probabilistic approach (leve...
AbstractGlass cannot be handled as a conventional structural material from the point of view of the ...
In structural design the bending strength of heat-treated glass is in general calculated as the simp...
In structural design the bending strength of heat-treated glass is in general calculated as the simp...
It is customary to assume that the characteristic design value for heat-treated glass is represented...
In structural design the bending strength of pre-stressed glass (HTGS) - heat-strengthened or temper...
The macroscopic strength of thermally-treated glass is determined by the critical propagation of sur...
This work discusses an innovative micromechanically-motivated statistical characterization of the st...
AbstractGlass cannot be handled as a conventional structural material from the point of view of the ...
The multi-scale approach in the statistical evaluation of the macroscopic strength of annealed glass...
The tendency in modern architecture to use glass structurally means that we need to know the enginee...
The applicability of the Weibull distribution to model the strength of glass, the existence of a siz...
The applicability of the Weibull distribution to model the strength of glass, the existence of a siz...
For any given environmental conditions the tensile strength of glass is a function of the geometry o...
The macroscopic strength of float glass is governed by the presence of micro-cracks, whose size, ori...
Partial safety factors for actions and resistances are used in the semi-probabilistic approach (leve...
AbstractGlass cannot be handled as a conventional structural material from the point of view of the ...
In structural design the bending strength of heat-treated glass is in general calculated as the simp...
In structural design the bending strength of heat-treated glass is in general calculated as the simp...
It is customary to assume that the characteristic design value for heat-treated glass is represented...
In structural design the bending strength of pre-stressed glass (HTGS) - heat-strengthened or temper...
The macroscopic strength of thermally-treated glass is determined by the critical propagation of sur...
This work discusses an innovative micromechanically-motivated statistical characterization of the st...
AbstractGlass cannot be handled as a conventional structural material from the point of view of the ...
The multi-scale approach in the statistical evaluation of the macroscopic strength of annealed glass...
The tendency in modern architecture to use glass structurally means that we need to know the enginee...
The applicability of the Weibull distribution to model the strength of glass, the existence of a siz...
The applicability of the Weibull distribution to model the strength of glass, the existence of a siz...
For any given environmental conditions the tensile strength of glass is a function of the geometry o...
The macroscopic strength of float glass is governed by the presence of micro-cracks, whose size, ori...
Partial safety factors for actions and resistances are used in the semi-probabilistic approach (leve...
AbstractGlass cannot be handled as a conventional structural material from the point of view of the ...