And another few things, just mentioning some numbers for the sake of comparison:
1. The slope of both diagrams equals the stiffness of the material, or the modulus of elasticity. Conventional steel used here (Greece, a country with very high seismicity, requiring very high strength and deformation capacity steel) in construction has a characteristic (*) modulus of elasticity of 200-210GPa. For CFRP used for retrofitting structures, E=225 GPa.
2. The conventional reinforcement bars steel that we use here, called B500c, has a characteristic strength of 500 MPa. For CFRP it's about 3000 MPa.
3. In terms of strain, you can easily calculate the yield strain of steel:
εy=(fy/SafetyFactor)/E and is typically around 0.0025.
Rebars' steel ultimate strain is about 0.02. When it comes to CFRP, the material doesn't yield - it remains elastic all the way to failure, which comes around 0.01, half the value of steel. When using CFRP in structures, though, we only use 40% of that strain, up to 0.004 for a variety of reasons, one being compatibility with concrete (concrete fails at 0.0035) and safety. CFRP is very brittle and once it starts cracking, the whole retrofit will crack and you can easily have a whole beam falling on your head - this has actually happened!
(*) Characteristic strength is defined as the strength value which is smaller than the 95% of the required (by code/law) tests carried. So, if you test 100 rebars, you take as characteristic strength the one that is the number 95, when you arrange your results from greater to smaller.
-> Note that the σ-ε (stress - strain) diagram for CFRP is one straight line. That is elastic behavior. For steel it consists of two lines, the second being horizontal. This is plastic behavior. The horizontal line means that the material will take more deformation, while not increasing the resistance it provides. It reaches it's ultimate strength, yet still continues to deform. It holds its maximum resistance (strength), and continues to deform. That's the main mechanism that steel dissipates energy and this tremendous deformability is the main reason why reinforced concrete structures are so popular. If designed properly, it's the safest type of structure. So, if you remove the applied load or deformation, while steel has reached its plastic region, it won't return to a zero deformation, but it will work like this: (notice the arrows)
CFRP will just return to its original state.
Be sure that the chassis of both the i3 and i8 are way over designed. For obvious safety reasons.
In terms of safety stiffness, though, you can't say the same. Because this doesn't really depend on the material, but on the way the chassis is designed. And using smaller cross-sections (due to the much higher strength of the material) certainly doesn't help.
PS. I'll ban anyone that calls my handwriting girly
