The gel exhibited a largest hysteresis loop with dissipated energy of 451.43 kJ/[m.sup.3] at 80% strain in the first compression loading
where LV is the load value carrying capacity of the glued joints under diagonal compression loading
(N [mm.sup.-2]), Fmax is the force at the moment of separation or breaking (N), and A is the bonding area.
[18.] Keykha, A.H., CFRP Strengthening of Steel Columns Subjected to Eccentric Compression Loading
, Steel and Composite Structures, 23(1), 2017, pp.
However, to our best knowledge, there have been no studies focusing on the effect of compression loading
on human NP-MSCs so far.
Zhang, "Mechanical behavior of FRP-strengthened concrete columns subjected to concentric and eccentric compression loading
," Journal of Composites for Construction, vol.
 investigated, by FEM modeling and experimental tests, the postbuckling phenomenon, involving stiffened shear panels of ultra-high capacity aircraft under compression loading
Figure 8(a) presents the experimental results of load-displacement curves on the top of FRP deck specimens, comparing with FE analysis results, which implies an acceptable agreement between two curves under compression loading
This study focuses on the use of AE technique for breakage characterisation of discrete silica sand grains under uniaxial compression loading
. The discussion of the test results is divided into two parts.
In order to determine the residual loading capabilities, the damaged coupon specimens are submitted to compression loading
In the case of compression loading
, the joint strength is predominantly related to the internal bond strength of the board.
Via Wolffs Law, which states that calcium is laid down on bone in response to physical forces placed upon the bone, compression loading
of the facets can lead to osteoarthritic (also known as degenerative joint disease) bone spurs, which can further narrow the size of the IVF, increasing the likelihood that a bulging or herniated disc will cause compression of a nerve root there (See Figure 3).
This set up allows the piles to avoid compression loading
, but leaves them free to tense against any seismic movement as well as offering a degree of resistance to shearing or overturning forces.Temperatures ranging from 0AC to 50AC are routinely experienced in the area, which meant that using normal expansion and contraction joints to make the structure watertight would have presented some problems.