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The high flexibility of rattan allowed us to assess creep and deflection over time.
Our study confirmed that height SDS deflection over time ("slow deflection")leads to far too many referrals.
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It is based on a time-step integral formulation explicitly taking into account the coupling of creep and shrinkage of concrete and relaxation of steel for the determination of pre-stressing losses and both axial deformation and deflection profiles over time.
Both specimens showed only minor increases in deflection, slips and strains over time, demonstrating excellent overall long-term behaviour.
The deflections and axial strains over time, measured in laboratory environmental conditions, were recorded for time durations up to 1600 h.
The observations from this study reveal that the proposed fractional model has the capability to capture the variation of plate deflection over many decades of time.
Aging could then act as the highest-ranking oscillation, in which a high deflection present at birth gradually declines over time until function is too severely compromised and death occurs.
The long-term response of these composite members was monitored by measuring the changes in deflections, curvature, strain and slip occurring over time.
The non-linear mechanical model used for the estimation of the crack load and the deflection profile of the beam in post-cracking phase is able to catch the experimental measurements and provides further confirmation of the validity of the formulation adopted for the estimation of pre-stressing losses over time and the subsequent deflection profile.
Deflection of the silicone posts was recorded over time and, based on post geometry and elastic modulus of the silicone, used to calculate force, frequency, fractional shortening, contraction and relaxation time (bpm, T1 [from 20%% to peak] and T2 [from peak to 20%%], respectively).
The research findings implied that using blind bolts in composite beams was beneficial to the time-dependent response due to their relatively lower deflections resulting from the creep and shrinkage of the concrete over time.
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