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Examples for shear stress sensitive microorganisms, for which no specific cultivation systems exist, are many anaerobic bacteria and fungi, such as basidiomycetes.
Numerical examples for shear band simulations show that the proposed second gradient continuum model can produce stable, accurate as well as mesh-size independent solutions without a priori assumption of the shear band path.
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A design example for shear strengthening shows that the design equations available in the literature underestimate the actual shear strength of the beams.
For example, for sheared (trans Hoogsteen/Sugar edge) pairs, one base is highly conserved (always A or mostly A with some C or U), while the other can vary (G or A and sometimes C and U as well).
Design guidelines as well as a design example for minimum shear reinforcement that the design engineers can follow are given.
This chapter presents design methods and examples for CFS framed shear walls sheathed with steel and CFS load-bearing clip angle connectors subjected to shear and compression.
For example, Rac is required for shear stress-induced matrix metalloproteinase 9 (MMP9) expression in chondrocytes [ 44], and activated Rac can induce expression of the MMP1 in fibroblasts [ 45].
This paper presents examples to strengthen concrete beams for shear.
For shear, 61 examples do not have an effective hinge axis (16.8%), whereas the corresponding value for hinge is 117 (13.2%).
For example, the shear correction factor for (m, n) = (3, 1) is similar to that for (m, n) = (1, 3); likewise, the shear correction factor for (m, n) = (5, 1) is similar to that for (m, n) = (1, 5).
For example, the shear modulus and strength for aspect ratio ξ = 0.177 are 1106.79 MPa and 612.06 MPa, which are 13.5 and 31.1 times larger than the values of the flat graphene system, respectively.
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