K_I = σ Y(a/W) √(πa); a [m]
rp [mm] = 1000 (K_I/σy)² / (2π) (plane stress)
K_I(ac) = K_Ic; solve with Y(ac/W), σ and W fixed
CT: σ = P/(BW); SENB: σ = 3PS/(2BW²), S=4W
Compare Mode I stress intensity and plastic-zone estimates for CCT, SENT, CT and SENB specimens using explicit nominal-load definitions. Critical crack size is solved with a changing geometry factor, not a frozen correction.
K_I = σ Y(a/W) √(πa); a [m]
rp [mm] = 1000 (K_I/σy)² / (2π) (plane stress)
K_I(ac) = K_Ic; solve with Y(ac/W), σ and W fixed
CT: σ = P/(BW); SENB: σ = 3PS/(2BW²), S=4W
This is a static, linear-elastic Mode I learning model. CCT uses crack length 2a and total plate width 2W; SENT uses crack length a and width W. For CT, enter σ=P/(BW). For SENB, enter nominal bending stress σ=3PS/(2BW²), with span S=4W. Equal σ values do not mean equal applied loads across specimen types.
CCT with σ=100 MPa, a=10 mm, W=100 mm (total width 200 mm), K_Ic=50 MPa√m and σy=350 MPa gives x=0.1 and Y=1/√cos(πx/2)=1.0062. K_I=17.83 MPa√m, plane-stress rp=0.413 mm and K_Ic/K_I=2.80. Doubling σ doubles K_I and quadruples rp.
CCT uses the Feddersen long-plate approximation. This tool restricts SENT to 0<a/W≤0.6, CT to 0.2≤a/W≤0.8 and CCT/SENB to 0<a/W≤0.8. A critical size outside the domain is shown as a < or > bound, not extrapolated. The first-order plastic zone assumes plane stress. Thickness, remaining ligament and small-scale yielding need separate checks. Fatigue life and inspection intervals are not calculated.
Checks cover displayed units, reference calculations, input sensitivity, boundary conditions and cross-language results. They do not certify code compliance or real-world accuracy.