بایگانی برچسب: abaqus concrete damage simulation

Introduction to Brittle Damage Modeling in Abaqus: Johnson-Holmquist and Beissel Models Brittle damage refers to the failure mechanism observed in brittle materials such as concrete, glass, ice, and ceramics. Unlike ductile materials, which undergo significant plastic deformation before failure, brittle materials typically fail suddenly with little to no warning and ...

Introduction to Tunnel and TBM Simulation in Abaqus Abaqus is a powerful finite element analysis (FEA) software widely used in engineering and scientific research. It is particularly effective for simulating complex geotechnical problems, including tunnel construction and Tunnel Boring Machine (TBM) operations. Simulating tunnels and TBMs in Abaqus allows engineers ...

Fatigue and Cyclic Loading in Abaqus Mechanical fatigue is a phenomenon where a material undergoes progressive and localized structural damage when subjected to cyclic or fluctuating stresses, even if these stresses are below the material’s ultimate tensile strength. Over time, this repeated loading and unloading can lead to the initiation ...

Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) in Abaqus Ultra-high-performance fiber-reinforced Concrete (UHPFRC) is an advanced construction material characterized by its exceptional mechanical properties, including high compressive strength, tensile strength, and durability. UHPFRC is typically composed of a dense matrix of fine particles, high-strength cement, and steel or synthetic fibers, which enhance its ...

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 ...

Introduction to Masonry Wall and Structure Simulation in Abaqus Masonry walls are structural elements made from individual units (such as bricks, stones, or concrete blocks) bound together by mortar. They are widely used in construction due to their durability, thermal insulation, and aesthetic appeal. However, simulating masonry structures can be ...

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 ...

Introduction to Earthquake and Seismic Analysis in Abaqus Earthquake and seismic analysis are critical aspects of structural engineering, aimed at understanding and mitigating the effects of seismic events on structures. Abaqus, a powerful finite element analysis (FEA) software developed by Dassault Systèmes, is widely used for simulating and analyzing the ...

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 ...

Introduction to Dam Simulation and Analysis in Abaqus Abaqus is a powerful finite element analysis (FEA) software widely used in engineering and scientific research for simulating complex physical behaviors. When it comes to dam simulation and analysis, Abaqus provides a comprehensive suite of tools to model, analyze, and predict the performance of ...

Introduction to Pull-Test Simulation in Abaqus Pull-test simulation in Abaqus is a computational method used to analyze the mechanical behavior of materials and structures under tensile loading. This type of simulation is commonly employed in various industries, including aerospace, automotive, and civil engineering, to predict the performance and failure mechanisms ...

In this tutorial, the Simulation of composite panels made of profiled steel skins and concrete under axial compressive load in Abaqus has been studied. The steel profile is modeled as a three-dimensional shell part. The concrete core is modeled as a three-dimensional solid part. You can see a figure of ...

In this tutorial, the Simulation durability of GFRP-SFRSC concrete adhesively bonded connection in Abaqus has been done. The GFRP beam and the steel fiber-reinforced self-compacting concrete (SFRSCC) are modeled as three-dimensional solid parts. You can see a figure of the assembled parts below Fiber-reinforced polymer (FRP) materials are becoming increasingly considered ...

In this tutorial, the Simulation Wood-Cement wall under seismic loading in Abaqus has been investigated. The wood-cement wall is modeled as a three-dimensional solid part. The steel reinforcements are modeled as wire parts. You can see a figure of the assembled parts below Bio-sourced materials combined with a cementitious matrix ...

In this tutorial, the Simulation RC slab with PET foam core under a four-point bending test in Abaqus has been investigated. The concrete and PET foam are modeled as three-dimensional solid parts. The steel reinforcements are modeled as wire parts. You can see a figure of the assembled parts below ...

This tutorial investigates the Simulation of the dynamic behavior of T-shaped steel-reinforced concrete columns under high and low-impact loading in Abaqus. The concrete and steel T-shaped columns are modeled as three-dimensional solid parts. The steel reinforcements are modeled as wire parts. You can see figures of the assembled parts below ...

In this tutorial, the finite element analysis on the seismic behavior of CFRP-strengthened seismic-composite steel-concrete frame column in Abaqus has been investigated. The concrete and steel columns are modeled as three-dimensional solid parts. The steel reinforcements are modeled as wire parts. The CFRP box is modeled as a shell part. ...

This tutorial investigates the Simulation behavior of a new type of reinforced concrete composite slab with a joint in Abaqus. The precast plank concrete and in-situ concrete topping are modeled as three-dimensional solid parts. The steel reinforcements are modeled as wire parts. You can see a figure of the assembled ...

In this tutorial, the Simulation of shear stud distribution on load capacity of the steel-concrete composite beam in Abaqus has been investigated. The concrete slab, steel beam, and studs are modeled as three-dimensional solid parts. The steel reinforcements are modeled as wire parts. You can see a figure of the ...

In this tutorial, the Flexural response and load capacity of reinforced concrete beam strengthened with reinforced mortar layer in Abaqus has been studied. The concrete and mortar are modeled as three-dimensional solid parts. The steel reinforcements are modeled as wire parts. You can see a figure of the assembled parts ...

In this tutorial, the ُSimulation dynamic response of concrete slab sandwich plate under close-range blast loading based on the CEL method has been studied. The concrete slab, TNT, and Eulerian domain are modeled as three-dimensional parts. The steel beams are modeled as shell parts. The steel bars are modeled as ...

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 ...

In this tutorial, the Simulation pull-out test of a ribbed steel bar from Ultra-High-Performance-Fiber-Reinforced Concrete in Abaqus has been investigated. The steel bar is a three-dimensional model with full details. The UHPFRC part is modeled as a three-dimensional solid part. You can see a figure of the assembled parts below ...

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 ...

This tutorial investigates the Simulation of Shearing and bending Capacity of Concrete Beams Reinforced with Carbon Fiber Truss in Abaqus. The Ultra-High-Performance-Concrete beam is modeled as a three-dimensional solid part. The bar and strips are modeled as wire parts. The CFRP composite is modeled as a truss-shaped shell with eight ...

In this tutorial, the Analysis of composite concrete steel column using X shape steel section under compression test in Abaqus has been investigated. The steel X shape and concrete column are modeled as three-dimensional solid parts. The steel reinforcements are modeled as wire parts. You can see a figure of ...

In this tutorial, the Simulation Exposed column base plate connections in moment frames in Abaqus have been done. The steel column, bolts, steel bed plate, and concrete foundation are modeled as three-dimensional solid parts. You can see a figure of the assembled parts below In low and mid-rise steel structures ...

This tutorial simulated a CEL explosion over a composite RC column with an X-shaped steel core in Abaqus. The concrete and steel X-shaped columns are modeled as three-dimensional solid parts. The steel reinforcements are modeled as wire parts, and the domain that contains explosive charge is modeled as an Eulerian ...

This example has done the finite element modeling of the pull-out test of precast wall panels connection in Abaqus. The two precast concrete walls are modeled as three-dimensional solid parts. The reinforcement steel bar and strips are modeled as wire parts. The steel bar as the connectors between two walls ...

Finite Element Analysis on the Mechanical Performance of the Middle Long CFST Column with an Inner I-shaped CFRP Profile under Axial Loading has been done in this tutorial. The steel box is modeled as a shell part. The inner concrete is modeled as a three-dimensional solid part. The CFRP I-shape ...

Finite element modeling of precast wall panel connection under monotonic loading in Abaqus has been investigated during this tutorial. Both concrete walls are modeled as three-dimensional solid parts. The steel reinforcements are modeled as wire parts. The three solid steel bars are modeled as three-dimensional solid parts. You can see ...

Simulation SPH explosion over a composite column(Steel cover+Concrete+CFRP I shape beam) in Abaqus has been investigated in the present tutorial. The steel cover and CFRP I shape beam are modeled as three-dimensional shell parts. The concrete and TNT are modeled as three-dimensional solid parts. You can see a figure of ...

Simulation of high-velocity impact on the Ceramic-Glass polypropylene (GFPP) panel in Abaqus has been done in this tutorial. The ceramic is modeled as a three-dimensional solid part. The GFPP part is modeled as a three-dimensional shell part with some layers. You can see a figure of the assembled parts below ...

Simulation air blast load over a laced reinforced concrete with wood cover in Abaqus has been studied in this simulation. The concrete beam is modeled as a three-dimensional solid part. The laced steel reinforcements are modeled as wire parts. The wood cover is modeled as a shell part with some ...

Simulation CFRP for seismic strengthening of shear controlled RC column in Abaqus has been studied in this tutorial. The concrete column is modeled as a three-dimensional solid part, the steel reinforcements are modeled as three-dimensional wirt part, and the CFRP is modeled as a shell part. You can see a ...

Simulation of Flexural Behavior of Laced Reinforced Concrete Beam in Abaqus has been investigated in the present study. The concrete beam is modeled as a three-dimensional solid part. The laced steel reinforcements are modeled as three-dimensional wire parts. The hydraulic jacks are modeled as rigid parts. You can see a ...

Numerical simulation of concrete-filled double skin steel tubular (CFDST) structure subjected to underwater explosion loading in Abaqus has been don in this example. The concrete column is modeled as a three-dimensional solid part. The inner and outer steel tubes are modeled as shell parts. The air, water, and TNT are ...

The Cyclic Test Simulation of Concrete-Filled Steel Column in Abaqus-Validation Analysis has been done in this tutorial. The steel box column, ribs, and stiffener plates are modeled as three-dimensional shell parts. The two concrete blocks are modeled as three-dimensional solid parts. You can see the figures of the assembled parts ...

In this tutorial, the Simulation hollow-core slab under fire conditions and four-point bending in Abaqus has been investigated. Precast/prestressed concrete hollow core (PCHC) slabs with a reduction in self-weight due to longitudinal voids, and without shear reinforcement due to the extrusion method are most susceptible to shear failure. When subjected ...

In this tutorial, the Simulation of rigid impact on the composite panel(Aluminum and Wood) in Abaqus has been investigated. The rigid impactor is modeled as the shell part. The aluminum plate is modeled as a three-dimensional solid part. The wood layer is modeled as a three-dimensional part with some layers. ...

In this tutorial, the Simulation bending test of the steel-concrete composite beam in SRC structures considering bond-slip behavior in Abaqus has been investigated. The steel-concrete composite beam is modeled as a three-dimensional solid part. The steel reinforcements are modeled as the wire parts. You can see a figure of the ...

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 ...

In this tutorial, the Simulation of the UHPC beam-column joint reinforced with steel angle and bolts in Abaqus has been investigated. The Ulta-High-Performance-Concrete beam-column joint is modeled as a three-dimensional solid part. The steel bar and strips are modeled as three-dimensional wire parts. The steel angle, plates, and bolts are ...

In this tutorial, the Simulation load bearing capacity of a composite joint between a reinforced concrete column and a steel beam in Abaqus has been done. The concrete column is modeled as a three-dimensional solid part. The steel beam and column are modeled as three-dimensional solid parts. The steel bar ...

In this tutorial, the Simulation dynamic compression test of a steel column with the UHPC core in interaction with a concrete foundation in Abaqus has been investigated. The concrete foundation and column are modeled as three-dimensional solid parts. The steel column and steel stiffener angles are modeled as shell parts. ...

In this tutorial, the Simulation and Analysis of the Seismic Behavior of a Prefabricated Semirigid Steel Frame with X-Shaped Brace in Abaqus has been done. The steel column and beam are modeled as three-dimensional parts. The steel plate as stiffeners and braces are modeled as three-dimensional parts. You can see ...

In this tutorial, the Simulation cyclic loading of a steel beam-column joint with welded steel angle and stiffeners in Abaqus. Box column, steel beam angles, and stiffeners are modeled as the three-dimensional solid part. If a structural steel member is subjected to a cyclically varying load of sufficient amplitude it ...

Column base connections are among the most critical components of Steel Moment Frames, their behavior profoundly influences the overall performance of SMFs. Early investigations on Column-base connections alongside remarkable experimental programs on large-scale specimens. have provided insight into their behavior and failure modes. These tests led to the development of ...

In this tutorial, the Simulation Pull-Out test of a ribbed steel bar from the UHPC part in Abaqus has been investigated. The steel bar is imported to Abaqus from the CAD software because of the complex geometry as a solid part. The Ultra-High-Performance-Concrete is modeled as a three-dimensional solid part. ...

In this tutorial, the Damage and crack identification in concrete by using piezoelectric material in Abaqus has been simulated. The concrete part with the initial crack is modeled as a three-dimensional solid part. The PZT parts are modeled as three-dimensional solid parts. You can see a figure of the assembled ...