In this tutorial, the Simulation of an RC slab reinforced with CFRP rods and fiber concrete jacket with a mechanical anchorage member under impact load has been done. Over the past few decades, the challenges associated with ageing and deterioration have become prominent issues in the construction field. Reinforced concrete ...
ادامه نوشته »Analysis of a Thin-walled C-section Steel Encased Concrete Composite Columns under compression load
In this tutorial, the Analysis of a Thin-walled C-section Steel Encased Concrete Composite column under compression load has been investigated. Thin-walled C-section steel encased concrete composite columns represent an innovative structural system that combines the advantages of both steel and concrete materials. These columns consist of cold-formed thin-walled steel C-sections ...
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 »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 »Simulation behavior of a new type of reinforced concrete composite slab with a joint in Abaqus
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 ...
ادامه نوشته »Flexural response and load capacity of reinforced concrete beams strengthened with reinforced mortar layer in Abaqus
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 ...
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 »Simulation of Shearing and bending Capacity of Concrete Beams Reinforced with Carbon Fiber Truss in Abaqus
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 ...
ادامه نوشته »Simulation Exposed column base plate connections in moment frames in Abaqus
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 ...
ادامه نوشته »Simulation load bearing capacity of a composite joint between a reinforced concrete column and a steel beam in Abaqus
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 ...
ادامه نوشته »Simulation steel projectile impact to the Reinforced-Ultra-High-Performance Concrete- Damage investigation
In this tutorial, the Simulation of steel projectile impact to the Reinforced-Ultra-High-Performance Concrete- Damage investigation has been investigated. The Ultra-High-Performance Concrete is modeled as the three-dimensional solid part, the embedded beam parts are modeled as a three-dimensional wire part, and finally, the steel projectile is modeled as a solid part. ...
ادامه نوشته »Simulation Static tensile test of the concrete piece in the Abaqus
In this tutorial, the Simulation Static tensile test of the concrete piece in the Abaqus has been studied. The concrete part is modeled as a three-dimensional solid part. You can see a figure of the assemble part below Concrete is a strongly heterogeneous material, which exhibits a complex nonlinear mechanical ...
ادامه نوشته »شبیه سازی تست کشش استاتیکی یک قطعه بتنی در نرم افزار آباکوس
در این ویدئوی آموزشی به شبیه سازی تست کشش استاتیکی یک قطعه بتنی در نرم افزار آباکوس پرداخته ایم. مدلسازی به صورت سه بعدی بوده و شامل یک پارت با ناحیه نازک شده میانی می باشد. پارت بتن به صورت سالید طراحی شده است. در شکل زیر می توانید نمایی ...
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