In this project, we performed a structural simulation of an I-Beam in ANSYS Static Structural.What are I-Beams?Beams are structural elements that sustain transverse loads which mainly due to bending phenomena. They are widely used in buildings, bridges, and other structures. I-beams are one of the most popular beam types. They are constructed of I-shaped cross sections and have a high strength-to-weight ratio.Geometry Definition:We modeled the geometry of the computational domain with Design Modeler software. The computational domain corresponds to a horizontal long beam with an I-section (It is called an I-beam).Mesh:We meshed the computational domain to create a discretized domain. As the beam construction is uniform and symmetrical, a structured grid was created, so that about 31,800 elements were generated.ANSYS Static Structural:There are different solvers and software available for users for structural modeling. For the present simulation, we utilize the ANSYS Static Structural Solver. The overall procedure and main steps required for static structural simulations include the definition of materials, connections, different types of boundary conditions, and post-processing.How to define boundary conditions?First, we defined a pressure load boundary condition on the top face of the horizontal beam. This continuous pressure load is applied vertically downward to the beam body. This pressure load was defined as not constant, meaning it first gradually increased to a maximum value (5 MPa) and then gradually decreased to zero. It represents a short-term loading-unloading cycle. Next, we defined a fixed support boundary condition on the first face of the beam. This constrained the horizontal beam from one face, so that no degrees of freedom are possible for movement.What is the purpose of this simulation?This investigation aims to evaluate the structural response of the I-beam under loading and study the solid behavior with analysis of distributions of the total deformation and von Mises stress.Results and discussions:The total deformation distribution over time (from loading to unloading) indicates that maximum deflection occurs at the free end of the beam, while the first end is fixed. The stress distribution indicates that the maximum value appears near the fixed support, where the moment is highest.

In this project, we performed a structural simulation of an L-Bracket in ANSYS Static Structural.What are L-Brackets?Brackets are supporting elements that transfer load from one component to another and are used to connect, mount, or reinforce two separate pieces. They are widely used in shelving, piping supports, wall mounting, automotive and aerospace structures, etc. The L-brackets (angle brackets or corner brackets) consist of two side plates joined at a right angle, which makes them appropriate for connecting perpendicular faces and resisting bending phenomena at the junction between the two sides.Geometry Definition:We modeled the geometry of the computational domain with Design Modeler software. The computational domain corresponds to an L-bracket, constructed from two perpendicular sides, and each side contains two holes.Mesh:We meshed the computational domain to create a discretized domain. An unstructured grid was created, so that about 155,800 elements were generated.ANSYS Static Structural:There are different solvers and software available for users for structural modeling. For the present simulation, we utilize the ANSYS Static Structural Solver. The overall procedure and main steps required for static structural simulations include the definition of materials, connections, different types of boundary conditions, and post-processing.How to define boundary conditions?First, we defined a force load boundary condition on the inner face of the holes in the horizontal (seated) side. This force load is applied vertically downward to the seated arm. It represents the weight of a mounted component transferred into the bracket through its bolts. Next, we defined a fixed support boundary condition on the inner face of the vertical (standing) side. This constrained the bracket from the vertical (standing) arm, with no degrees of freedom for movement, representing the bracket bolted rigidly to a fixed base wall.What is the purpose of this simulation?This investigation aims to evaluate the structural response of the L-bracket under loading and study the solid behavior with analysis of distributions of the total deformation, elastic strain, and von Mises stress.Results and discussions:The total deformation distribution indicates that maximum deflection occurs ot the horizontal side of the L-bracket, where its holes are exposed to downward force loads. The stress distribution indicates that the maximum stress appears near the inner corner of the L-bracket, where it experiences the highest moment.

In this project, we performed a structural simulation of a Truss Bridge in ANSYS Static Structural.What are Truss Bridges?Bridges are structures built to carry traffic loads safely from one side to the other and cross over ths obstacles, such as roads, rivers, valleys, or railways. Truss bridges are designed with straight structural members arranged in a repeating triangular pattern, so that the members can carry the load mainly through tension and axial compression rather than bending. They are widely used bridges because of a very high stiffness and load capacity with a relatively low self-weight.Geometry Definition:We modeled the geometry of the computational domain with Design Modeler software. The computational domain corresponds to a truss-type bridge in which a flat rectangular plate is constructed from triangular trusses, creating the triangular arrangements.Mesh:We meshed the computational domain to create a discretized domain. An unstructured grid was created, so that about 22,786 elements were generated.ANSYS Static Structural:There are different solvers and software available for users for structural modeling. For the present simulation, we utilize the ANSYS Static Structural Solver. The overall procedure and main steps required for static structural simulations include the definition of materials, connections, different types of boundary conditions, and post-processing.How to define boundary conditions?It is assumed that a uniform pressure load is applied to the plate. This uniform pressure load is applied vertically downward to the bridge body, representing the weight of the structure and the traffic passing over it, such as vehicles. Next, we defined a fixed support boundary condition on the two transverse edges at the beginning and end of the bridge structure. This constrained the bridge body from movement with no degrees of freedom.What is the purpose of this simulation?This investigation aims to evaluate the structural response of the truss bridge under loading and study the solid behavior with analysis of distributions of the total deformation, elastic strain, and von Mises stress.Results and discussions:The total deformation distribution indicates that maximum deflection occurs in the middle regions of the bridge due to pressure loading, while the two edges at the beginning and end of the bridge structure remain fixed. The stress distribution indicates that the maximum stress appears near the fixed support at the two transverse edges, while the stress decreases toward the middle zones.

In this project, we performed a structural simulation of a Crain Hook in ANSYS Static Structural.What are Crane Hooks?Crane hooks are the lifting devices used to carry heavy suspended loads in cranes, elevators, or other handling equipment. Single-crane hooks are one of the typical types, consisting of a curved body whose profile.Geometry Definition:We modeled the geometry of the computational domain with Design Modeler software. The computational domain corresponds to the body of a single crane hook, including a straight shank and a curved main bend.Mesh:We meshed the computational domain to create a discretized domain. An unstructured grid was created, so that about 85,000 elements were generated.ANSYS Static Structural:There are different solvers and software available for users for structural modeling. For the present simulation, we utilize the ANSYS Static Structural Solver. The overall procedure and main steps required for static structural simulations include the definition of materials, connections, different types of boundary conditions, and post-processing.How to define boundary conditions?First, we defined a force load boundary condition on the inner curved surface of the hook. This force was applied vertically downward to the hook body, representing the weight of the suspended load transmitted into the hook through the chain or rope. Next, we defined a fixed support boundary condition on the top shank of the crane hook. This constrained the hook from any movement, with no degrees of freedom.What is the purpose of this simulation?This investigation aims to evaluate the structural response of the crane hook under loading and study the solid behavior with analysis of distributions of the total deformation, elastic strain, and von Mises stress.Results and discussions:The total deformation distribution indicates that maximum deflection occurs at the free tip of the hook. As the inner face of the hook is subjected to loading and the free tip of the hook is farthest from the fixed shank, the hook tends to deform slightly. The stress distribution indicates that the maximum stress appears near the critical region of the bend, concentrating on the inner face, because of generating a large moment about the bend.

In this project, we performed a structural simulation of a Connecting Rod using ANSYS Static Structural.What are Connecting Rods?Connecting rods are components that transmit motion and force between the piston and the crankshaft in internal combustion engines, compressors, and other machinery. The connecting rods with the I-beam section are the most typical type, containing the best strength-to-weight ratio.Geometry Definition:We modeled the geometry of the computational domain with Design Modeler software. The computational domain corresponds to a single connecting rod, which joins the small end to the large end.Mesh:We meshed the computational domain to create a discretized domain. An unstructured grid was created, so that about 20,000 elements were generated.ANSYS Static Structural:There are different solvers and software available for users for structural modeling. For the present simulation, we utilize the ANSYS Static Structural Solver. The overall procedure and main steps required for static structural simulations include the definition of materials, connections, different types of boundary conditions, and post-processing.How to define boundary conditions?First, we defined a force load boundary condition on the inner surface of the small hole end related to the bushing rod. This loading represents the force due to the wrist pin that presses into the bore. As the connecting rod is under axial force between the two ends, the force was defined in a certain direction, with Cartesian components. Next, we defined a fixed support boundary condition on the inner surface of the large hole end related to the bearing rod. This constrained the connecting rod due to the clamping of the bolts tightly around the crankpin.What is the purpose of this simulation?This investigation aims to evaluate the structural response of the connecting rod under loading and study the solid behavior with analysis of distributions of the total deformation, elastic strain, and von Mises stress.Results and discussions:The total deformation distribution indicates that maximum deflection occurs at the small end, where the connecting rod undergoes force loading in specified directions. The stress distribution indicates that the maximum stress appears near the fillets where the rods connect to the two ends and around the inner surface of the small end hole.

In this project, we performed a structural simulation of a Shaft in ANSYS Static Structural.What are Shafts?Shafts are the rotating elements in machinery systems used to transmit power and torque from one component to another. They are one of the main components in rotating devices, such as gearboxes, pumps, compressors, turbines, etc. Stepped shafts are one of the most widely used shaft types; the cylindrical diameter varies along its length in the form of steps, so that different parts can seat bearings or gears, with different sizes.Geometry Definition:We modeled the geometry of the computational domain with Design Modeler software. The computational domain corresponds to a simple long stepped shaft, composed of four coaxial cylindrical segments but having different sizes.Mesh:We meshed the computational domain to create a discretized domain. An unstructured grid was created, so that about 20,000 elements were generated.ANSYS Static Structural:There are different solvers and software available for users for structural modeling. For the present simulation, we utilize the ANSYS Static Structural Solver. The overall procedure and main steps required for static structural simulations include the definition of materials, connections, different types of boundary conditions, and post-processing.How to define boundary conditions?First, we defined a moment load boundary condition on the middle segments of the main shaft body, representing the twisting delivered by a gear mounted on the shaft. This moment load was applied about the central axis of the shaft. This moment load was defined as not constant, meaning it first gradually increased from zero up to a maximum value and then gradually returned to zero. It represents a short-term loading-unloading cycle. Next, we defined a fixed support boundary condition on the two cylindrical ends of the shaft, where the journals normally sit inside bearings. This constrained the horizontal shaft from the ends, so that no degrees of freedom are possible for movement.What is the purpose of this simulation?This investigation aims to evaluate the structural response of the shaft under loading and study the solid behavior with analysis of distributions of the total deformation, elastic strain, and von Mises stress.Results and discussions:The total deformation distribution indicates that maximum angular deflection occurs on the loaded middle segment of the shaft. As a torque load is applied at the middle of the shaft body and both ends are constrained without motion, the shaft twists on both sides of the loaded regions. The stress distribution indicates that the maximum stress appears near the fixed supports, where the bending moment is highest.

In this project, we performed a structural simulation of a U-Bracket in ANSYS Static Structural.What are U-Brackets?Brackets are supporting elements that transfer load from one component to another and are used to connect, mount, or reinforce two separate pieces. They are widely used in shelving, piping supports, wall mounting, automotive and aerospace structures, etc. The U-brackets have high stiffness, so they are used for bolting two side plates together to straddle or clamp a component between its two arms.Geometry Definition:We modeled the geometry of the computational domain with Design Modeler software. The computational domain corresponds to a single U-bracket. It is constructed from five faces; each side contains one hole at the center. One cylindrical bolt from one vertical face is bolted to the hole in the opposing front vertical face, clamping the two arms together.Mesh:We meshed the computational domain to create a discretized domain. An unstructured grid was created, so that about 155,800 elements were generated.ANSYS Static Structural:There are different solvers and software available for users for structural modeling. For the present simulation, we utilize the ANSYS Static Structural Solver. The overall procedure and main steps required for static structural simulations include the definition of materials, connections, different types of boundary conditions, and post-processing.How to define boundary conditions?First, we defined a bolt pretension load boundary condition for the cylindrical bolt from the right face toward the left face. This bolt pretension load represents the clamping preload generated when the bolt is tightened, so that it pulls the two vertical arms toward each other. Next, we defined a fixed support boundary condition on the bottom faces of the two outer horizontal arms. This constrained the bracket from the bottom arms, with no degrees of freedom for movement.What is the purpose of this simulation?This investigation aims to evaluate the structural response of the U-bracket under loading and study the solid behavior with analysis of distributions of the total deformation, elastic strain, and von Mises stress.Results and discussions:The total deformation distribution indicates that maximum deflection occurs on the two vertical arms, where these faces are drawn inward toward each other. As the two outer faces remain fixed, the bolt pretension load pulls the vertical faces together, and the central top face bends slightly. The stress distribution indicates that the maximum stress appears near the bolt holes in the two vertical faces, where the clamping force is generating through the holes.

In this project, we performed a structural simulation of a Globe Valve in ANSYS Static Structural.What are Globe Valves?Valves are devices utilized to open or close the fluid flow path, control and regulate fluid flow or in a piping system. Globe valves are one of the most widely used types in industrial plants, power stations, water facilities, etc. They operate by moving a disc against a fixed seat, which enables it to open and close the fluid flow path, or regulate its mass flow rate.Geometry Definition:We modeled the geometry of the computational domain with Design Modeler software. The computational domain corresponds to a globe valve body, consisting of a main path oriented left-to-right, with a branch rising vertically from its centre where the handwheel is mounted. All ends of the valve on the left, right, and top sides have flanges with bolt holes.Mesh:We meshed the computational domain to create a discretized domain. An unstructured grid was created, so that about 122,000 elements were generated.ANSYS Static Structural:There are different solvers and software available for users for structural modeling. For the present simulation, we utilize the ANSYS Static Structural Solver. The overall procedure and main steps required for static structural simulations include the definition of materials, connections, different types of boundary conditions, and post-processing.How to define boundary conditions?First, we defined a pressure load boundary condition on the inner surfaces of the globe valve. This uniform pressure load, as a result of the fluid flowing pressure, is applied to the valve body. Next, we defined a frictionless support boundary condition on the outer faces of the flanges and the inner faces of the bolt holes at both ends of the main line of the globe valve. These constrained the valve body from displacement only in their normal directions while allowing free longitudinal displacement along their axis. This represents that the flanges prevent the valve bodies from pushing outward, and the bolts prevent the holes from displacing radially.What is the purpose of this simulation?This investigation aims to evaluate the structural response of the Globe Valve under loading and study the solid behavior with analysis of distributions of the total deformation, elastic strain, and von Mises stress.Results and discussions:The total deformation distribution indicates that maximum deflection occurs in the middle regions of the globe valve, representing the effects of the hydraulic pressure of the fluid flow. However, the flange surfaces and bolt holes are restrained only in their normal directions. The stress distribution indicates that the higher stress appears near the vertical branch junction, adjacent to the bolted holes, and on the inner surface of the main line of the globe valve.

In this project, we performed a structural simulation of a Shaft and Bearing Assembly in ANSYS Static Structural.What is a shaft and bearing assembly?Shafts are rotating machine elements for transmitting power and torque between components, while bearings are the supports that hold the shafts in place, control their loads, and allow them to have free rotation. The shaft-and-bearing assembly is one of the most typical systems in rotating machinery, such as gearboxes, pumps, and conveyors. This assembly consists of a shaft supported at both ends by bearings and two pulleys mounted on the middle region of the shaft, through which belts are driven by the shaft.Geometry Definition:We modeled the geometry of the computational domain with Design Modeler software. The computational domain corresponds to a shaft and bearing assembly, consisting of a main horizontal cylindrical shaft with two coaxial pulleys mounted on it and constrained at two ends by the bearings in the housing blocks.Mesh:We meshed the computational domain to create a discretized domain. An unstructured grid was created, so that about 205,000 elements were generated.ANSYS Static Structural:There are different solvers and software available for users for structural modeling. For the present simulation, we utilize the ANSYS Static Structural Solver. The overall procedure and main steps required for static structural simulations include the definition of materials, connections, different types of boundary conditions, and post-processing.How to define boundary conditions?First, we defined a standard Earth gravity boundary condition on the entire body of the shaft-bearing system. This gravity load is applied downward to the entire body of the shaft-bearing system due to the weight of the shaft and the pulleys. Next, we defined a force load boundary condition on the two pulleys mounted on it. This force load is applied tangentially to the pulleys due to the driving pull of the belts. Next, we defined a fixed support boundary condition on the bottom faces of the bearing housings on both sides. This constrained the shaft and bearing assembly from movement, representing the housing bolted down to a rigid frame.What is the purpose of this simulation?This investigation aims to evaluate the structural response of the shaft and bearing assembly under loading and study the solid behavior with analysis of distributions of the total deformation, elastic strain, and von Mises stress.Results and discussions:The total deformation distribution indicates that maximum deflection occurs in the middle region of the shaft, where the pulleys are mounted. The obtained shaft bend with a deflected shape is a result of the gravity load and belt loads. The stress distribution indicates that the highest stress appears in the regions of the shaft inside the bearings and under the pulley seats. This is a result of the bending moment generated by the transverse loads.