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 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 »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 »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 »Shear-bending failure modeling of cracked concrete ribbed slabs strengthened with UHPFRC in Abaqus
In this tutorial, the Shear-bending failure modeling of concrete ribbed slabs strengthened with UHPFRC in Abaqus has been investigated. The slab has three sections, untracked concrete, cracked concrete, and UHPFRC. All three parts are modeled as three-dimensional solid parts. the steel reinforcements are modeled as wire parts. You can see ...
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 »Finite Element Analysis on Mechanical Performance of Middle Long CFST Column with Inner I-Shaped CFRP Profile under Axial Loading
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 ...
ادامه نوشته »Simulation air blast load over a RC beam reinforced with Cloth Concrete cover in Abaqus
In this tutorial, the Simulation air blast load over a RC beam reinforced with Cloth Concrete cover in Abaqus has been done, The normal concrete core is modeled as a three-dimensional solid part. The cloth concrete part is modeled as a three-dimensional patrt. The steel bar and strips are modeled ...
ادامه نوشته »Numerical analysis of tilted angle shear connectors in steel-concrete composite systems in Abaqus
In this tutorial, the Numerical analysis of tilted angle shear connectors in steel-concrete composite systems in Abaqus has been investigated. The concrete block is modeled as a three-dimensional solid part. The steel beam and steel angle connector are modeled as three-dimensional solid parts. Two rigid bodies are used as boundary ...
ادامه نوشته »Simulation SPH explosion near RC slab by using CDP model couple with strain rate in Abaqus
In this tutorial, the Simulation SPH explosion near RC slab by using CDP model couple with strain rate in Abaqus has been investigated. The RC slab is modeled as a three-dimensional solid part. The steel bars are modeled as three-dimensional wire part. The TNT is modeled as a three-dimensional solid ...
ادامه نوشته »Numerical simulation of Ultra High Performance Concrete (UHPC) under four points bending in Abaqus
In this tutorial. the Numerical simulation of Ultra-High-Performance Concrete (UHPC) under four points bending in Abaqus has been investigated. Although concrete is the most universally used material in building there are still some limitations to its use, such as low tensile strength and brittleness. Ultra-High Performance Concrete (UHPC), a cutting-edge ...
ادامه نوشته »