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Different textures have been part of design for ever. From the bark of a tree, a cracked leather surface to the padding of a sofa. But it has never been this easy to design and create 3D textures. Using Blender 3D, a black and white image and 3D printing you can let your creativity roam free and create unique haptic experiences.
AREVO, a Silicon Valley company dedicated to direct digital additive manufacturing of composite materials, has worked with new California-based start-up Superstrata to 3D print the fully-unified carbon composite frames for its upcoming e-bikes.
A pseudo-three-dimensional (P3DH) model has been developed to describe realistically the evolution of geometry of a 3D hydraulic fracture produced by fluid injection into a reservoir. The present model bypasses the task of a fully 3D crack geometry calculation, which is at present prohibitively complex in the context of a complete practical fracturing simulator. The P3DH model presented formulates the problem in terms of equations for lateral fluid flow and crack opening for the main body of the fracture, coupled with a very efficient scheme for describing vertical fracture growth at each cross section. The equations for lateral flow are solved by finite differences, and the vertical propagation problem is solved by numerical implementation of a singular integral equation on a suitable set of Chebyshev points.
The testing of P3DH components shows both an excellent agreement of the lateral propagation model with various analytical solutions (Ref. 1) and a strong sensitivity of vertical propagation to confining stress and stiffness contrast of adjacent strata and to fluid rheology. The sample simulations show that the model produces realistic fracture growth under a wide range of conditions, is extremely sensitive to the dominant containment parameters, and therefore can be used to study the effect of relevant design parameters on fracture shapes and pressures in stimulation treatments.
The SEM capability of DualBeam instruments offers nanoscale details across a wide range of working conditions, from structural information obtained at 30 keV in STEM mode to charge-free, detailed surface information at lower energies. With unique in-lens detectors, DualBeam systems are designed for simultaneous acquisition of angular/energy-selective secondary-electron and BSE data. Fast, accurate, and reproducible results are provided by our unique SEM column design, which features fully automated lens alignments.
Buildera\\u2122 designs, manufactures and distributes innovative building products, test & measurement solutions, and structural design software for commercial and residential construction. We also provide building and environmental testing services on a local project basis, including carbon monoxide detection and logging, foundation crack monitoring, and hydronic heating & hot water system temperature trending and diagnostics.
Early detection and proactive maintenance of structural cracks is key, particularly with older edifices or other structures built on unstable soil that lack the benefit of contemporary seismic design. Foundation tie-downs, shear-wall bracing, metal strapping, adequate steel reinforcement, and pier foundations add essential structural integrity to new and existing structures. Identifying and monitoring structural cracks before an earthquake leads to improved awareness of building conditions that might otherwise pose threats to building integrity and occupant safety.
To study the crack evolution process inside the roof strata, the internal crack development process was recorded (as shown in Figure 9). The cracks appeared at the bottom and two ends of the roof first, and separation took place between top coal and sandy mudstone. As the operation step number increased, the displacement of the separation bed was gradually enlarged and transferred from the shallow part to the deep part step by step. The vertical cracks presented an upward development trend and finally ran through the transverse cracks in the separation bed, thus reducing the roof bearing capacity and further causing the risk of caving.
The strength of the roof strata was poor. Along with the primary deposits and diagenesis, the degree of consolidation of the bedding plates was low at the rock strata, with poor rock cementing properties and weak interlayer adhesion, and separation phenomenon could easily take place during the roof settling process. The compressive strength and tensile strength of the roof strata were weak, which was why cracks obviously developed in the rock strata during the stress release process in the surrounding rocks, and a through fractured zone easily formed beneath the roof. 153554b96e
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