Sentence examples for ultimate rupture from inspiring English sources
Love is the ultimate union and the ultimate rupture at once.
However, in this experiment, the ultimate rupture did not occur on the healed plane.
The properties of the dry carbon fiber fabric provided by manufacturer were: tensile strength of 550 ksi (3,800 MPa); tensile modulus of 33,000 ksi (227 GPa); ultimate rupture strain of 0.0167; and nominal thickness of 0.0065 in.
Moreover, in view of the testing conditions and dismissal of durability concerns, the environmental reduction factors (0.95 for carbon fibers and 0.75 for glass fibers) imposed by some of these models (ACI 440.2R. 2008; CNR 2013) on the ultimate rupture strain of the FRP reinforcement were disregarded.
The limiting effective FRP strain value is given by: varepsilon_{fd} = 0.083sqrt {frac{{f^{prime}_{c} }}{{nE_{f} t_{f}}}} le 0.9varepsilon_{fu} (9)where ε fd is the debonding strain of externally bonded FRP; n is the number of layers of FRP laminate; ( f^{prime }_{c} ) is the concrete compressive strength; and ε fu is the ultimate rupture strain of externally bonded FRP.
Pick your ultimate Rupture at level 6.
For an FRP wrapped beam with FRP bonded to the beam surface, debonding of EB FRP from concrete substrate usually precedes the ultimate FRP rupture failure, therefore the failure process of the beam is associated with both FRP debonding and rupture failures.
Ultimate stress, rupture strain, jacket parameters, and cross-sectional geometry were found to be significant factors affecting the stress strain behavior of FRP-confined concrete.
The paper provides a framework for future rigorous reliability theory-based LRFD calibration for the ultimate tensile rupture of geogrid reinforcement in reinforced soil applications in Japan and elsewhere, and provides the necessary bias statistics for the resistance side in the ultimate tensile rupture limit state equation.
They are tested to the ultimate failure (rupture) of the brace member under direct tensile load and the force/displacement response of the connections and their main elements are recorded.
The paper develops the formulation for the ultimate tensile rupture limit state equation and links it to allowable stress design (ASD) practice currently used in Japan and reliability theory-based load and resistance factor design (LRFD) used in North America.
