for a edge crack in a rectangular beam under bending is derived from the strain energy release rate. For deep cracks, this requires a polynomial expansion based on stress intensity factors:
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f(ξ)=1.98ξ2−3.27ξ3+14.43ξ4−26.26ξ5+37.69ξ6f of open paren xi close paren equals 1.98 xi squared minus 3.27 xi cubed plus 14.43 xi to the fourth power minus 26.26 xi to the fifth power plus 37.69 xi to the sixth power 🧮 Step 3: Compute equivalent spring stiffness is determined, the equivalent torsional spring stiffness Ktcap K sub t for a edge crack in a rectangular beam
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