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خانه / بایگانی برچسب: Simulation CDP material

بایگانی برچسب: Simulation CDP material

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 ...

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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 ...

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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) ...

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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) ...

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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 ...

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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 ...

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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 ...

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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 ...

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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 ...

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An Investigation into the Axial Capacity of Concrete Filled Double Skin Tube Columns in Abaqus

Traditionally, columns have been constructed  from materials which are strong enough to withstand the  combined effects of vertical loads and moments applied to it.  The most common materials used for constructing columns  are either reinforced concrete (RC) or structural steel. This is  due to previous robust experimental research work which ...

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