بایگانی برچسب: bending test of an interior voided RC UHPC beam

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 ...

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 ...

In this tutorial, the Simulation bending test of a composite beam(wood-UHPC-Steel) in Abaqus has been done. The wood is modeled as a three-dimensional solid part with two layers, the top layer is in compression, and the bottom is in tension. The Ultra-High-Performance-Concrete is modeled as a three-dimensional solid part. The ...

In this tutorial, the Simulation dynamic bending test of an interior voided RC UHPC beam in Abaqus has been studied. The Ultra-High-Performance Concrete beam is modeled as three-dimensional solid part with interior sphere voids. The steel bar and strips are modeled as three-dimensional wire parts. The rigid bodies are used ...