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In this study, the crack growth resistance due to the bridging of aggregates (defined as bridging stress) is evaluated by relating the crack opening displacements at the macroscopic scale to the mesoscopic one by considering the fracture toughness and the elastic modulus of the interface between the coarse aggregate and the mortar.
When a structure contains bridging atoms, the bonds that are attached to the bridging atoms should not be marked as stereo bonds; instead, the explicit hydrogens should be used (see b in Figure 4).
Therefore, this feedback instance belongs to the bridging quadrant, as it provides a rationale.
Molecular structure determinations show an anti-arrangement of the {MCp*} moieties relative to the bridging dicarbene ligand.
With decreasing temperature one line assigned to the bridging I(4) atom faded out around 250 K.
Secondary (multilayer) emulsions were highly unstable at low alginate concentrations, which was attributed to the bridging flocculation.
This phenomenon is partly due to the bridging mechanism of fibers during the post-cracking stage of specimens (ACI Manual of Concrete Practice 1998).
Thus, the electromagnetic coupling among the filaments in tangential direction due to the bridging and/or proximity effect was suppressed without decreasing the volume fraction of Nb.
Equilibrium equations that relate the delamination opening/sliding displacements to the bridging forces exerted by the Z-pins on the interlaminar crack edges are derived.
However, the crack propagation life is significantly longer than monolithic aluminium due to the bridging by the intact fibres over the fatigue crack.
The measured strain data are used to quantify the bridging tractions associated with each specimen thickness and consequently the energy release rate (ERR) due to the bridging.
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