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Closed-form integration of Slip ODE for anchored FRP–concrete joint with exponential Bond–Slip law

Implicit integral governing slip in the anchored zone

Hi all. This expression arises from equilibrium and compatibility in the anchored region, where the bond–slip law includes an exponential cohesive term and a nonzero residual shear stress

I would like to know:

  1. Whether this integral admits a closed-form analytical solution (exact or implicit).

  2. Whether asymptotic or approximate closed-form solutions are only options.

Any guidance or references would be appreciated.

POSTED BY: Manish Prasad
2 Replies

Practical conclusion:

Generic case: No closed-form analytic antiderivative in elementary or standard special functions.

Only in special parameter regimes (t=0 ,B=0, or fine-tuned constants) does a closed form exist.

Otherwise: One must use numerical quadrature, or asymptotic / perturbative approximations.

POSTED BY: Mariusz Iwaniuk

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