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Dish Pro Plus Installation GuideESXi and vCenter Server 6.0 Documentation VMware vSphere ESXi and vCenter Server 6.0 Documentation vSphere Installation and Setup Updated Information. FlexPod Datacenter with Citrix XenDesktop/ XenApp 7.7 and VMware vSphere 6. Cisco Validated Design for a 5,000 Seat Virtual Desktop Infrastructure. How do I access the VMware ESXi hidden Console? Accessing the hidden & unsupported ESXi console is not difficult if you know how to do it. However, if you do not know. Flex. Pod Datacenter with Cisco UCS 6. Fabric Interconnect and VMware v. Sphere 6. 0 U1 Design Guide. Industry trends indicate a vast data center transformation toward shared infrastructure and cloud computing. Business agility requires application agility, so IT teams need to provision applications in hours instead of months. Resources need to scale up (or down) in minutes, not hours. Cisco and Net. App have developed the solution called Flex. Pod Datacenter with Cisco UCS Unified Software Release and VMware v. Sphere 6. 0 U1 to simplify application deployments and accelerate productivity. The Unified Software release is not a product, but a term to describe the 3. Cisco UCS form factors. This Flex. Pod eliminates complexity making room for better, faster IT service, increased productivity and innovation across the business. New to this design is the Cisco UCS 3rd Generation Fabric Interconnect providing a future proof 4. Gbps connectivity compute, storage, and the network. This portfolio includes, but is not limited to the following items. The support alliance between Net. App and Cisco gives customers and channel services partners direct access to technical experts who collaborate with cross vendors and have access to shared lab resources to resolve potential issues. Flex. Pod supports tight integration with virtualized and cloud infrastructures, making it the logical choice for long- term investment. ![]() Flex. Pod also provides a uniform approach to IT architecture, offering a well- characterized and documented shared pool of resources for application workloads. Flex. Pod delivers operational efficiency and consistency with the versatility to meet a variety of SLAs and IT initiatives, including. Flex. Pod can scale up for greater performance and capacity (adding compute, network, or storage resources individually as needed), or it can scale out for environments that require multiple consistent deployments (rolling out additional Flex. Pod stacks). The reference architecture covered in this document leverages the Cisco Nexus 9. One of the key benefits of Flex. Pod is the ability to maintain consistency at scale. Each of the component families shown (Cisco UCS, Cisco Nexus, and Net. App AFF) offers platform and resource options to scale the infrastructure up or down, while supporting the same features and functionality that are required under the configuration and connectivity best practices of Flex. Pod. Flex. Pod addresses four primary design principles: availability, scalability, flexibility, and manageability. These architecture goals are as follows. Makes sure that services are accessible and ready to use for the applications. Addresses increasing demands with appropriate resources. Provides new services or recovers resources without requiring infrastructure modification. Facilitates efficient infrastructure operations through open standards and APIs. It has been addressed in other collateral, benchmarking, and solution testing efforts; this design guide validates the functionality. Flex. Pod Datacenter with Cisco UCS Unified Software release and VMware v. Sphere 6. 0 U1 is designed to be fully redundant in the compute, network, and storage layers. There is no single point of failure from a device or traffic path perspective. Figure 2 illustrates a Flex. Pod topology using the Cisco UCS 6. Fabric Interconnect top- of- rack model while Figure 3 shows the same network and storage elements paired with the Cisco UCS 6. Fabric Interconnects. The Cisco UCS 6. 30. Fabric Interconnect Flex. Pod Datacenter model enables a high- performance, low latency and lossless fabric supporting application with these elevated requirements. The Net. App storage controllers, Cisco Unified Computing System, and Cisco Nexus 9. Link Aggregation Control Protocol (LACP). Port channeling is a link aggregation technique offering link fault tolerance and traffic distribution (load balancing) for improved aggregate bandwidth across member ports. In addition, the Cisco Nexus 9. Port Channel (v. PC) capabilities. The Cisco UCS Fabric Interconnects and Net. App FAS storage controllers benefit from the Cisco Nexus v. PC abstraction, gaining link and device resiliency as well as full utilization of a non- blocking Ethernet fabric. Compute: Each Cisco UCS Fabric Interconnect (FI) is connected to the Cisco Nexus 9. Figure 2 illustrates the use of v. PC enabled 4. 0Gb. E uplinks between the Cisco Nexus 9. Cisco UCS 6. 30. 0 Fabric Interconnects. Figure 3 shows v. PCs configured with 1. Gb. E uplinks to a pair of Cisco Nexus 9. Cisco UCS 6. 20. 0 FI. The Cisco UCS unified software release 3. Fabric Interconnect platform based on the organizations workload requirements. Figure 4 each Cisco UCS 5. FIs using a pair of ports from each IO Module for a combined minimum 1. G uplink for the Cisco UCS 6. FI. Current Flex. Pod design supports Cisco UCS C- Series connectivity both for direct attaching the Cisco UCS C- Series servers into the FIs or by connecting Cisco UCS C- Series to an optional Cisco Nexus 2. Fabric Extender (not shown) hanging off of the Cisco UCS FIs. Flex. Pod Datacenter designs mandate Cisco UCS C- Series management using Cisco UCS Manager to provide a uniform look and feel across blade and rack mount servers. In Figure 5 shown below, the 6. UP connects to the Cisco UCS B- Series and C- Series servers through 1. Gb converged traffic. Additionally, this Flex. Pod design is extended for SAN boot by using Fibre Channel (FC). FC access is provided by directly connecting the Net. App FAS controller to the Cisco UCS Fabric Interconnects as shown in Figure 6. The 6. 24. 8UP can be connected in the same manner as the 6. Fabric Interconnect as shown in Figure 7, with the primary difference being the 8. Gb FC instead of the 1. Gb FC supported by the 6. UP. Both Figure 6 and Figure 7 show the initial storage configuration of this solution as a two- node high availability (HA) pair running clustered Data ONTAP in a switchless cluster configuration. Storage system scalability is easily achieved by adding storage capacity (disks and shelves) to an existing HA pair, or by adding more HA pairs to the cluster or storage domain. For NAS environments, it allows 1. HA pairs or 2. 4 nodes to form a logical entity. The HA interconnect allows each node in an HA pair to assume control of its partner's storage (disks and shelves) directly. The local physical HA storage failover capability does not extend beyond the HA pair. Furthermore, a cluster of nodes does not have to include similar hardware. Rather, individual nodes in an HA pair are configured alike, allowing customers to scale as needed, as they bring additional HA pairs into the larger cluster. For more information about the virtual design of the environment that consists of VMware v. Sphere, Cisco Nexus 1. Net. App storage controllers, refer to the Solution Design section below. The following components were used to validate the Flex. Pod Datacenter with Cisco UCS 6. Fabric Interconnect and VMware v. Sphere 6. 0 U1 design. The system integrates a low- latency; lossless 4. Gigabit Ethernet unified network fabric with enterprise- class, x. The system is an integrated, scalable, multi- chassis platform in which all resources participate in a unified management domain. The Cisco Unified Computing System accelerates the delivery of new services simply, reliably, and securely through end- to- end provisioning and migration support for both virtualized and non- virtualized systems. The Cisco Unified Computing System consists of the following components. This network foundation consolidates LANs, SANs, and high- performance computing networks which are separate networks today. Cisco security, policy enforcement, and diagnostic features are now extended into virtualized environments to better support changing business and IT requirements. By unifying the storage access the Cisco Unified Computing System can access storage over Ethernet (SMB 3. SCSI), Fibre Channel, and Fibre Channel over Ethernet (FCo. VMware v. Sphere 5. ![]() J- integral - Wikipedia. The J- integral represents a way to calculate the strain energy release rate, or work (energy) per unit fracture surface area, in a material. The quantity JIc defines the point at which large- scale plastic yielding during propagation takes place under mode one loading. For materials that experience small- scale yielding at the crack tip, J can be used to compute the energy release rate under special circumstances such as monotonic loading in mode III (antiplane shear). The strain energy release rate can also be computed from J for pure power- law hardeningplastic materials that undergo small- scale yielding at the crack tip. The quantity J is not path- independent for monotonic mode I and mode II loading of elastic- plastic materials, so only a contour very close to the crack tip gives the energy release rate. Fatigue Resistance of Steels Bruce Boardman, Deere and Company, Technical Center FATIGUE is the progressive, localized, and permanent structural change that. AFGROW fatigue crack growth analysis software tool that allows users to analyze crack initiation, fatigue crack growth, fracture, and assess the life of metallic.
Also, Rice showed that J is path- independent in plastic materials when there is no non- proportional loading. Unloading is a special case of this, but non- proportional plastic loading also invalidates the path- independence. Such non- proportional loading is the reason for the path- dependence for the in- plane loading modes on elastic- plastic materials. Two- dimensional J- integral. Line J- integral around a notch in two dimensions. The two- dimensional J- integral was originally defined as. The strain energy density is given by. W=. Using Green's theorem we can show that this integral is zero when the boundary . If the faces of the crack do not have any surface tractions on them then the J- integral is also path independent. Rice also showed that the value of the J- integral represents the energy release rate for planar crack growth. The J- integral was developed because of the difficulties involved in computing the stress close to a crack in a nonlinear elastic or elastic- plastic material. Rice showed that if monotonic loading was assumed (without any plastic unloading) then the J- integral could be used to compute the energy release rate of plastic materials too. Introduction. Ductile Iron is not a single material, but a family of versatile cast irons exhibiting a wide range of properties which are obtained through. Proof that the J- integral is zero over a closed path. To show the path independence of the J- integral, we first have to show that the value of J. Let us just consider the expression for J1. Now, if there are no body forces present, equilibrium (conservation of linear momentum) requires that. Integration paths around a notch in two dimensions. Consider the contour . Since this contour is closed and encloses a simply connected region, the J- integral around the contour is zero, i. J=J(1)+J+. Now, since the crack surfaces are parallel to the x. Also, since the crack surfaces are traction free, tk=0. Therefore,J+=J. Hutchinson used a material constitutive law of the form suggested by Ramberg and Osgood. The quantity E is the elastic Young's modulus of the material. The model is parametrized by . This model is applicable only to situations where the stress increases monotonically, the stress components remain approximately in the same ratios as loading progresses (proportional loading), and there is no unloading. If a far- field tensile stress . The relation between the J- integrals around . Cherepanov, The propagation of cracks in a continuous medium, Journal of Applied Mathematics and Mechanics, 3. J. Rice, A Path Independent Integral and the Approximate Analysis of Strain Concentration by Notches and Cracks, Journal of Applied Mechanics, 3. Lee, R. F., & Donovan, J. J- integral and crack opening displacement as crack initiation criteria in natural rubber in pure shear and tensile specimens. Rubber chemistry and technology, 6. R1. 75–R1. 78.^Hutchinson, J. R.; Rosengren, G. Van Vliet, Krystyn J. Chen (2. 01. 4), . Hetnarski, Springer, ISBN9. Fracture Mechanics Notes by Prof. Alan Zehnder (from Cornell University)Nonlinear Fracture Mechanics Notes by Prof. John Hutchinson (from Harvard University)Notes on Fracture of Thin Films and Multilayers by Prof. John Hutchinson (from Harvard University)Mixed mode cracking in layered materials by Profs. John Hutchinson and Zhigang Suo (from Harvard University)Fracture Mechanics by Prof. Piet Schreurs (from TU Eindhoven, Netherlands)Introduction to Fracture Mechanics by Dr. Wang (DSTO - Australia)Fracture mechanics course notes by Prof. Rui Huang (from Univ. Mechanical Material Properties - Engineer's Handbook. The mechanical. properties of a material describe how. Mechanical. properties occur as a result of the physical. Strength. Strength. Before. choosing a material based on its published. When. designing for strength, material class. For most polymers. Strength. for ceramics however, is more difficult. Failure in ceramics is highly. The. typical failure strength in compression. The more common reported. Beyond the elastic limit permanent. Some materials may. Yield. Strength The yield. The yield strength. The most common offset for structural. Ultimate. Tensile Strength The ultimate. When viewed in light. Conversely this can be construed. Like the ultimate tensile. Because. the tensile test seeks to standardize. Ductility. Ductility. The most common measure of. This is generally reported. El or percent elongation. It is often expressed in terms. Tough materials. can absorb a considerable amount of. Neither. strong materials such as glass or very. Toughness is not a single property. Materials. with high yield strength and high ductility. Integrated stress- strain. Face. centered cubic materials are typically. Body centered. cubic materials often display dramatic. In many materials the toughness. Generally. materials are more brittle at lower. The temperature at which. DBTT, or ductile to brittle transition. The DBTT is measured by. Charpy impact. tests at various temperatures to determine. Fatigue. ratio The dimensionless. Fatigue tests. are generally run through 1. A high fatigue. ratio indicates materials which are. Loss. coefficient The loss. It is the. fraction of mechanical energy lost in. The loss coefficient. A high loss. coefficient can be desirable for damping. The. loss coefficient is also an important. My. SQL : : My. SQL Connectors. My. SQL provides standards- based drivers for JDBC, ODBC, and . Net enabling developers to build database applications in their language of choice. In addition, a native C library allows developers to embed My. SQL directly into their applications. 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