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Related Concept Videos

Tensile Strength Considerations of Concrete01:16

Tensile Strength Considerations of Concrete

627
Considering the tensile strength of concrete involves recognizing that the theoretical strength of cement paste can be up to a thousand times higher than what is observed in practical applications. This significant discrepancy is largely attributed to the presence of microscopic cracks within the concrete. These cracks tend to amplify stress at their tips when a load is applied, a phenomenon explained by Griffith's theory of brittle fracture.
The dimensions and shape of a concrete specimen...
627
Fiber Reinforced Concrete01:22

Fiber Reinforced Concrete

451
Fiber-reinforced concrete significantly enhances the structural and nonstructural properties of traditional concrete by incorporating fibers like steel, glass, and polymers. These fibers, varying from natural ones such as sisal and cellulose to manufactured ones like polypropylene and Kevlar, are mixed into hydraulic cement with aggregates. Steel fibers, often preferred for their robustness, contribute to improved ductility, toughness, and post-cracking performance. The concrete is classified...
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Strength of Cement01:20

Strength of Cement

654
Strength tests for cement are not performed directly on neat cement paste due to difficulty in obtaining consistent, reliable specimens. Instead, cement is typically tested in the form of cement-sand mortar.
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
654
Relation Between Tensile Strength and Compressive Strength of Concrete01:30

Relation Between Tensile Strength and Compressive Strength of Concrete

739
Concrete is a fundamental building material, and understanding its strengths is crucial for construction projects. The relationship between its tensile and compressive strengths is intricate, showing that while these strengths are related, they do not increase at the same rate. Tensile strength's growth is slower and is affected by various factors such as the methods used for testing, the size and shape of the specimen, the texture of the aggregate used, and the moisture content of the...
739
Fatigue Strength of Concrete01:22

Fatigue Strength of Concrete

623
Fatigue, in the context of materials science and engineering, refers to the weakening or failure of a material caused by repeatedly applied loads, even if these loads are below the strength limit of the material. Fatigue strength in concrete is a critical property that influences its durability and longevity. Concrete can fail in two ways due to fatigue. Static fatigue or creep rupture occurs under a constant load or one that increases slowly. The other failure mode is due to cyclical or...
623
Behavior of Concrete Under Compressive Load01:23

Behavior of Concrete Under Compressive Load

689
Concrete exhibits specific behaviors under different compressive loads. Understanding this is crucial for understanding its structural integrity. When concrete undergoes uniaxial compression, it tends to develop cracks that run parallel to the direction of the force. These parallel cracks stem from localized tensile stresses that occur perpendicular to the compression direction. Additionally, angled cracks may appear due to the formation of shear planes.
As the concrete specimen fractures under...
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Related Experiment Video

Updated: Feb 25, 2026

Preparation of Aligned Steel Fiber Reinforced Cementitious Composite and Its Flexural Behavior
11:07

Preparation of Aligned Steel Fiber Reinforced Cementitious Composite and Its Flexural Behavior

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Inclined Fiber Pullout from a Cementitious Matrix: A Numerical Study.

Hui Zhang1, Rena C Yu2

  • 1College of Civil Engineering & Architecture, Zhejiang University, Hangzhou 310058, China. huizhangzju@zju.edu.cn.

Materials (Basel, Switzerland)
|August 5, 2017
PubMed
Summary

This study develops a numerical model to simulate fiber pullout in cementitious composites, revealing how fiber orientation impacts performance. The model accurately predicts pullout behavior for various fiber angles, crucial for designing stronger materials.

Keywords:
fiber-reinforced concreteinternal friction resistancepullout response

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Area of Science:

  • Materials Science and Engineering
  • Civil Engineering
  • Computational Mechanics

Background:

  • Fibers enhance cementitious composites by bridging cracks, a behavior studied via fiber pullout tests.
  • The fiber-matrix interface's bond-slip behavior is critical but significantly influenced by fiber inclination angle.
  • Existing models often lack the ability to simulate pullout for arbitrary fiber orientations.

Purpose of the Study:

  • To establish a numerical model simulating the entire fiber pullout process for arbitrary fiber orientations.
  • To accurately capture the bond-slip behavior at the fiber-matrix interface, considering mixed-mode fracture and friction.
  • To provide essential pullout curves for multi-scale models of fiber-reinforced cementitious materials.

Main Methods:

  • Development of a numerical model explicitly representing fiber, matrix, and interface.
  • Implementation of cohesive elements for mixed-mode fracture and contact elements for Coulomb friction at the interface.
  • Calibration against aligned fiber pullout curves and validation with experimental data for inclined steel fibers (30° and 60°).

Main Results:

  • The model successfully simulates the entire pullout process for fibers at arbitrary inclination angles.
  • Parametric studies explored the influence of material properties (yield strength, tensile strength, bond) and geometry (diameter, length, angle) on pullout load.
  • Validated pullout curves are generated for various fiber orientations.

Conclusions:

  • The proposed numerical methodology accurately captures the complex pullout behavior of fibers in cementitious composites.
  • The model's ability to handle arbitrary fiber inclinations is a significant advancement for fracture studies in fiber-reinforced materials.
  • Provides crucial data for multi-scale modeling, enhancing the design and understanding of advanced cementitious composites.