SC	saw-cut,
PC	prestressed concrete,
FE	finite element,
SG	strain gauge,
MBN	magnetic Barkhausen noise, Barkhausen noise technique,
SRA	Slovak Road Administration,
SCM	saw-cut method,
SRM	structural response method,
Ep	modulus of elasticity of prestressing steel (MPa),
fp	tensile strength of prestressing steel (MPa),
fy	yield stress of prestressing steel (MPa),
NA	numerical analysis,
TDA	time-dependent analysis,
fc,cyl	cylindrical compressive strength of concrete (MPa),
fc,cube	cubic compressive strength of concrete (MPa),
ft	tensile strength of concrete (MPa),
ν	Poisson’s ratio (-),
σc,0	initial stress in concrete (MPa),
σc,30	stress in concrete after application of saw-cuts (MPa),
Δσc	change in stress (MPa),
ΔPm62,residual	residual prestressing force (kN),
Ai	ideal cross-sectional area (m2),
Ap	cross-sectional area of prestressing steel (m2),
epi	ideal eccentricity of prestressing force from the neutral axis (m),
Iyi	ideal second moment of inertia (m4),
zi	position of the neutral axis of an ideal cross-section from the edge (m),
MG	moment due to dead load (kNm).