Introduction to Pull-out Test Analysis of a Hooked GFRP Bar Embedded in Timber with Epoxy Interface Background and Significance Fiber-reinforced polymer (FRP) bars, particularly glass-FRP (GFRP), are increasingly used as reinforcement in timber structures due to their high strength-to-weight ratio, corrosion resistance, and compatibility with wood. However, the bond behavior ...
ادامه نوشته »Simulation of bolts used as shear connectors in concrete-filled steel column in Abaqus
Introduction to Bolts as Shear Connectors in Concrete-Filled Steel Columns Overview In concrete-filled steel tube (CFST) columns, shear connectors are crucial for ensuring composite action between the steel tube and the enclosed concrete core. Bolts are increasingly used as shear connectors due to their ease of installation, adjustability, and effectiveness in transferring shear forces Role ...
ادامه نوشته »Concrete cylinder compression test under static and dynamic load in Abaqus
Introduction to the Concrete Cylinder Compression Test The concrete cylinder compression test is a standard method used to determine the compressive strength of hardened concrete, which is a key indicator of its quality and structural performance. This test is performed according to established standards such as ASTM C39 (American Society for Testing and Materials) or EN 12390-3 ...
ادامه نوشته »Simulation blast resistance behavior of adhesively bonded cross-laminated timber-concrete composite
Introduction to Simulation of Blast Resistance Behavior of Adhesively Bonded Cross-Laminated Timber-Concrete Composite (CLT-CC) Overview The simulation of blast resistance behavior in adhesively bonded cross-laminated timber-concrete composites (CLT-CC) represents an emerging area of research in structural engineering and blast mitigation. This composite system combines the advantages of cross-laminated timber (CLT) ...
ادامه نوشته »Blast resistance behavior of interior voided slab-column connections using steel sheets and CFRP reinforcement
Introduction to Blast Resistance Behavior of Interior Voided Slab-Column Connections Using Steel Sheets and CFRP Reinforcement Background and Significance Modern structures, particularly those in high-risk environments, require enhanced resistance to extreme loading conditions such as blast loads. Slab-column connections are critical zones in reinforced concrete (RC) frames, often susceptible to ...
ادامه نوشته »Ballistic impact on the hybrid fiber reinforced concrete reinforced with CFRP sheet
Introduction to Bullet Ballistic Impact on Hybrid Fiber-Reinforced Concrete (HFRC) Reinforced with CFRP Sheets Background Hybrid Fiber-Reinforced Concrete (HFRC) combines different types of fibers (e.g., steel, polypropylene, basalt, or glass) to enhance mechanical properties such as tensile strength, ductility, and impact resistance. When further reinforced with Carbon Fiber-Reinforced Polymer (CFRP) ...
ادامه نوشته »Simulation and modeling of steel beam-to-CFST column connection with bolt in Abaqus
Introduction to Modeling Steel Beam-to-CFDST Column Connection with Bolts Overview of CFDST Columns and Steel Beam Connections Concrete-Filled Double-Skin Steel Tubular (CFDST) columns consist of two concentric steel tubes with concrete sandwiched between them. These columns offer high strength, ductility, and excellent seismic performance. When connecting a steel beam to ...
ادامه نوشته »Low-Velocity impact behavior of interior voided slab-column connections using steel sheets in Abaqus
Introduction to Low-Velocity Impact Behavior of Interior Voided Slab-Column Connections Using Steel Sheets Background Slab-column connections are critical structural elements in modern construction, particularly in flat-plate systems where shear resistance and punching strength are major concerns. Introducing voids within the slab (voided slabs) can reduce weight, improve material efficiency, and ...
ادامه نوشته »Simulation flexural behavior of steel-polypropylene hybrid fiber reinforced concrete reinforced with GFRP sheet in Abaqus
Introduction to Flexural Behavior of Steel-Polypropylene Hybrid Fiber Reinforced Concrete Reinforced with GFRP Sheet The flexural behavior of steel-polypropylene hybrid fiber reinforced concrete (SP-HFRC) reinforced with glass fiber reinforced polymer (GFRP) sheets represents an advanced composite material system that combines multiple reinforcement mechanisms to improve the mechanical performance of concrete ...
ادامه نوشته »Finite element analysis of hybrid jute/basalt fiber reinforced polymer confined UHPC column under axial compression
Introduction to Finite Element Analysis of Hybrid Jute/Basalt Fiber Reinforced Polymer Confined UHPC Column under Axial Compression in Abaqus Overview of the Study Ultra-High Performance Concrete (UHPC) is known for its exceptional strength, durability, and ductility, making it suitable for high-performance structural applications. However, to further enhance its load-bearing capacity ...
ادامه نوشته »Numerical study on CFRP-lined concrete cylinder pipe under internal explosion
Introduction to Numerical Study on CFRP-Lined Concrete Cylinder Pipe (CCP) Under Internal Explosion Concrete Cylinder Pipes (CCPs) are widely used in water transmission systems due to their high load-bearing capacity and durability. However, they are vulnerable to internal explosions caused by accidental gas ignition or deliberate attacks, leading to catastrophic ...
ادامه نوشته »Simulation shock pressure and shock-wave attenuation near a blast hole in rock in Abaqus
In this practical example, the Simulation shock pressure and shock-wave attenuation near a blast hole in rock in Abaqus has been investigated. The CEL approach is selected to model the blast load in the borehole. You can see a figure of the assembled parts below When an explosive detonates in ...
ادامه نوشته »Bullet penetration models using large deformation explicit finite element simulations of rapid penetration in soil
In this tutorial, the Bullet penetration model using large deformation explicit finite element simulations of rapid penetration in soil in Abaqus software has been studied. The bullet is modeled as a three-dimensional part, and the soil as an Eulerian model. You can see a figure of the assembled parts below ...
ادامه نوشته »Abaqus AQUA- a Riser Group under current, wave, and drag load analysis
Abaqus AQUA is a specialized module within the SIMULIA Abaqus finite element analysis (FEA) software that simulates the effects of hydrodynamic loads on offshore and marine structures. It is beneficial for analyzing structures exposed to waves, currents, and buoyancy forces, such as Offshore platforms (oil & gas rigs, wind turbines) Subsea pipelines Ship components Floating structures ...
ادامه نوشته »Ultra-High-Performance-Concrete(UHPC) Package in Abaqus
Introduction to Ultra-High-Performance Concrete (UHPC) in Abaqus Ultra-high-performance concrete (UHPC) is an advanced cementitious material characterized by its exceptional strength, durability, and ductility. It typically has a compressive strength exceeding 150 MPa and can reach up to 250 MPa or higher, along with superior tensile strength and resistance to environmental ...
ادامه نوشته »Polymer and Metal Foam Simulation Package-Abaqus
Introduction to Polymeric and Metal Foam Simulation in Abaqus Polymeric and metal foam are advanced materials widely used in industries such as aerospace, automotive, biomedical, and construction due to their unique properties, including high strength-to-weight ratios, energy absorption, and thermal and acoustic insulation. Simulating these materials in Abaqus, a powerful ...
ادامه نوشته »Bolt Analysis and Simulation Package-Abaqus
Introduction to Bolt Analysis in Abaqus Abaqus is a powerful finite element analysis (FEA) software widely used for simulating complex mechanical systems, including bolted joints. Bolt analysis in Abaqus involves modeling the bolt, applying preload, and simulating the behavior of the bolted joint under various loading conditions. This analysis helps ...
ادامه نوشته »Strengthening of reinforced concrete columns incorporating different configurations of stainless-steel plates
In this tutorial, the Strengthening of reinforced concrete columns incorporating different configurations of stainless-steel plates has been investigated. The concrete column, steel plates, and rods are modeled as three-dimensional solid parts. The steel bar and strips are modeled as wire parts. You can see figures of the assembled parts below ...
ادامه نوشته »Simulation of defected RC beam with sustainable aluminum boxes incorporating ultra-high-performance concrete in Abaqus
In this tutorial, the ُSimulation of defected RC beam with sustainable aluminum boxes incorporating ultra-high-performance concrete in Abaqus has been investigated. The concrete beam, UHPC members, and aluminum boxes are modeled as three-dimensional solid parts. The steel reinforcements are modeled as wire parts. You can see figures of the assembled ...
ادامه نوشته »Using ceramic plates as shielding for concrete blocks against projectile penetration-SPH method
In this tutorial, the Simulation of ceramic plates as shielding for concrete blocks against projectile penetration(SPH method) has been done. The ceramic plate and Ultra-High-Performance-Concrete are modeled as three-dimensional solid parts. The bullet is modeled as a solid part. You can see a figure of the assembled parts below In ...
ادامه نوشته »Simulation dynamic bending test of SCS sandwich beams with UHPFRC in Abaqus
In this tutorial, the Simulation dynamic bending test of SCS sandwich beams with UHPFRC in Abaqus has been investigated. The upper and bottom steel plates with studs are modeled as three-dimensional solid part. The middle UHPFRC is modeled as a three-dimensional solid part. You can see a figure of the ...
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