بایگانی برچسب: Simulation UHPFRC beam with initial void

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 ...

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 ...

In this tutorial, the Simulation UHPFRC beam with initial void reinforced with CFRP rod and Expoxy under dynamic bending has been investigated. The concrete beam, CFRP rod, epoxy glu are modeled as three-dimensional solid parts. Two rigid body as a hydraulic jacks also are modeled. You can see a figure ...