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The tensile strength of steel fiber reinforced concrete (SFRC) was obtained both from an experimental procedure and by using an analytical modelling.
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An alternative design is proposed in this paper, using an analytical model for high-strength fiber reinforced concrete (HFC).
The design is developed using an analytical model to establish the optimum length of the reactor.
The design algorithm considers the groundwater advection effect using an analytical model.
The increase in toughness due to such micromechanisms is successfully predicted theoretically using an analytical model.
Using an analytical model, the system is explained through close investigation of the resonance modes.
The loss of specimen stiffness with crack propagation is quantified using an analytical model.
Simulations were conducted for each courtyard, with and without trees, using an analytical model, the "Green CTTC model".
Measurements of hinge knee extension force when modeling stance under various biomechanical conditions matched those predicted using an analytical model.
Six candidate designs of steel, aluminum and titanium were generated using an analytical model and a sensitivity study.
The residual stress distributions of ZrO2/NiCoCrAlY high-temperature coatings were analyzed using an analytical model and finite element analysis.
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