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A maximum compressive modulus of 450.7±24.9 kPa was achieved with a composition of 5.8 w/v% agarose and 0.5 w/v% HA.
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Only one rheological property, i.e., the setting time was influenced by the temperature variation whereas for mechanical properties, maximum compressive strength and modulus of elasticity were obtained for most of the cement grouts at 10 °C.
To characterize multiple functionalities, objective equations are formulated for density, compressive modulus, compressive strength, and maximum heat flux.
The same group investigated the biomechanical effects after thermal treatment where 60°C and 80°C showed no effect on compressive modulus, yield point, energy absorption, and maximum stress while treatment with 100°C and autoclaving at 120°C reduced all parameters to 60%and13%to25% 25%, respectively, compared to the control group.
Compressive modulus remained relatively stable with age.
Maximum compressive strain in concrete.
The secant modulus was calculated according to ACI 318-14, whish is the slope of a line passing through 45% of the maximum compressive strength in the stress strain curve.
The scaffolds exhibited improved compressive modulus and compressive strength, which were all in the range of compressive modulus and compressive strength of cancellous bone.
However, PCL presents a statistically significant higher compressive modulus.
The compressive modulus varied from 0.7 up to 8.8 MPa.
The carbon composite showed higher tensile and compressive modulus.
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