بایگانی برچسب: Pull-Out test of a ribbed steel bar from the UHPC part

Bond–slip behavior is a fundamental aspect of reinforced concrete mechanics, governing how stresses are transferred between reinforcing bars and the surrounding concrete. For ribbed steel reinforcement, this interaction is dominated by mechanical interlock, surface friction, and the progressive formation of microcracks within the concrete matrix. Understanding this behavior is essential ...

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 ...

Introduction to Pull-Test Simulation in Abaqus Pull-test simulation in Abaqus is a computational method used to analyze the mechanical behavior of materials and structures under tensile loading. This type of simulation is commonly employed in various industries, including aerospace, automotive, and civil engineering, to predict the performance and failure mechanisms ...

In this tutorial, the Simulation Pull-Out test of a ribbed steel bar from the UHPC part in Abaqus has been investigated. The steel bar is imported to Abaqus from the CAD software because of the complex geometry as a solid part. The Ultra-High-Performance-Concrete is modeled as a three-dimensional solid part. ...