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This work suggests the modified stress ratio of the tensile reinforcement is 0.4 based on its mean value of 0.36.
The modified stress ratio, as theoretically derived from a micromechanics formulation, is able to separately measure micro-structures in the vertical and horizontal planes.
The complexity of fracture networks in shale gas reservoirs may result from the superimposition of several fracture sets forming in temporally modified stress states during burial.
A number of modified stress models were proposed with additional physical implication that together with existing models were used to fit the data.
The cyclic loading behaviors are controlled by introducing artificial strain rate and modified stress based on the unloading and reloading curves.
The generalized variational principle used allows for modified stress, strain and displacement fields that satisfy the compatibility requirements in the vicinity of the crack.
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Based on the modified strength and strain expressions, a modified stress-strain expression was further proposed for BFRP-confined damaged concrete.
Specifically, a modified stress-intensity factor that accounts for notch geometry was utilized to model the crack driving force.
The modified stress-strain curves suggest potential application as dampers under larger summer-winter temperature changes, i.e., from 233 to 323 K.
It is shown that the modified stress-strain models compare well with the experimental results throughout the full range of stress-strain curves.
Previous researches proposed modified stress-strain laws of steel bars by considering a constant equivalent stiffness value and reducing the yield strength of steel.
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