Name: concrete failure patterns under compression
Uploaded: 2024-11-07T14:48:30.000Z
Duration: 1 min 23 s
Channel: JoVE

Es fundamental comprender el comportamiento del concreto bajo compresión porque incluso si la fuerza de compresión actúa sobre el concreto, la tensión de tracción existe en el borde de una falla interna, causando fallas.
Cuando se somete a compresión uniaxial, el concreto generalmente desarrolla grietas que corren paralelas a la dirección de la fuerza aplicada.
Las grietas paralelas surgen de tensiones de tracción localizadas que actúan perpendicularmente a la dirección de compresión. Por el contrario, pueden producirse grietas en ángulo debido a la formación de planos de corte.
Cuando la muestra de concreto se fractura, generalmente se rompe a lo largo de dos planos que son paralelos a la fuerza aplicada, lo que resulta en que la muestra se rompa en fragmentos columnares alargados que se alinean con la dirección de la tensión.
Bajo compresión biaxial, el concreto a menudo falla a lo largo de un plano que es paralelo a las cargas, lo que lleva a la creación de piezas similares a losas.
La compresión triaxial, por otro lado, da como resultado un aplastamiento en lugar de fractura, lo que demuestra un mecanismo de falla diferente.
Los patrones de fractura indican el comportamiento solo en condiciones de tensión directa. Las muestras con una relación longitud-anchura igual o superior a dos minimizan las fuerzas laterales adicionales que las platinas de la máquina de ensayo podrían introducir normalmente.

comportamiento del hormigón bajo carga de compresión

Behavior of Concrete Under Compressive Load

El hormigón presenta comportamientos específicos bajo diferentes cargas de compresión. Comprender esto es crucial para entender su integridad estructural. Cuando el hormigón sufre una compresión uniaxial, tiende a desarrollar grietas que corren paralelas a la dirección de la fuerza. Estas grietas paralelas se originan a partir de tensiones de tracción localizadas que ocurren perpendicularmente a la dirección de la compresión. Además, pueden aparecer grietas en ángulo debido a la formación de planos de corte.

A medida que la muestra de hormigón se fractura bajo esta carga uniaxial, normalmente se separa a lo ancho de dos planos alineados con la fuerza, rompiéndose en fragmentos alargados y columnares que reflejan la dirección de la tensión. Bajo compresión biaxial, la falla suele ocurrir a lo ancho de un plano paralelo a las cargas, produciendo fragmentos similares a losas. Por el contrario, la compresión triaxial produce un comportamiento de aplastamiento, lo que indica un mecanismo de falla distinto en comparación con la fractura.

Los patrones y comportamientos de fractura observados son indicativos de la respuesta del hormigón en condiciones de tensión directa únicamente. Para garantizar la precisión en las pruebas, las muestras deben tener una relación de longitud a ancho de dos, lo que ayuda a evitar fuerzas laterales adicionales que de otro modo podrían introducir las platinas de la máquina de prueba. Esta configuración específica ayuda a aislar la respuesta inherente del hormigón a la tensión de compresión, esencial para evaluar su rendimiento y durabilidad en diversas aplicaciones de construcción.

Comportamiento del hormigón bajo carga de compresión

Es fundamental comprender el comportamiento del hormigón bajo compresión porque incluso si la fuerza de compresión actúa sobre el hormigón, la tensión de tracción existe en el ...

behavior-of-concrete-under-compressive-load

Education

Educación

JoVE Core

Civil Engineering

Ingeniería Civil

Unit 1

Unidad 1

Strength of Concrete

Resistencia del hormigón

KEY TERMS AND CONCEPTS

TÉRMINOS Y CONCEPTOS CLAVE

concrete failure patterns under compression

Concrete failure patterns under compression show how the material responds to different kinds of direct stress. These patterns help explain concrete’s structural integrity. Under uniaxial compression, where force acts in one direction, cracks often form parallel to the load. These parallel cracks come from local tensile stress, which is pulling stress that appears perpendicular to the compression direction.

As uniaxial loading continues, angled cracks may also appear. These cracks are linked to shear planes, which are slanted surfaces where the material can slide and break. The specimen usually fractures along two planes that line up with the force. It then breaks into long, column-like fragments that follow the stress direction.

Concrete behaves differently under biaxial compression, where force is applied from two directions. In this case, failure usually occurs along a plane parallel to the loads. The broken pieces are often slab-like rather than column-like. Under triaxial compression, concrete shows crushing instead of fracturing, which points to a different failure mode.

These fracture patterns matter because they show how concrete responds to direct stress only. Test setup also affects the result. To reduce extra sideways forces from the testing machine platens, the specimen should have a length-to-width ratio of two. This helps isolate the concrete’s own compressive response and supports better testing of strength and durability for construction use.

Concrete Failure Patterns Under Compression

concrete-failure-patterns-under-compression

tensile strength considerations of concrete

tensile-strength-considerations-of-concrete

How Cracks Limit Concrete Strength

Concrete tensile strength is limited by tiny cracks inside the material. The cement paste itself can be much stronger in theory than it is in practice. In real concrete, the measured strength can be up to a thousand times lower than the theoretical value. These small cracks help explain that gap. When a load is applied, stress rises at the crack tips. This idea is described by Griffith's theory of brittle fracture. In brittle materials, cracks can grow quickly once the stress at their tips...

behavior of concrete under compressive load

Concrete failure patterns under compression show how the material responds to different kinds of direct stress. These patterns help explain concrete’s structural integrity. Under uniaxial compression, where force acts in one direction, cracks often form parallel to the load. These parallel cracks come from local tensile stress, which is pulling stress that appears perpendicular to the compression direction. As uniaxial loading continues, angled cracks may also appear. These cracks are linked...

porosity in cement paste

How Cement Curing Changes Porosity

Cement curing changes porosity in the hardened paste. Porosity means the void spaces inside concrete. These spaces affect both strength and durability. When water and cement react, hydration forms a semi-solid paste that traps water in different ways. Some of that water becomes combined water. It makes up about 23% of the cement's dry mass. Other water stays as gel water, which fills very small voids called gel pores. Gel pores account for about 28% of the cement gel volume. The...

total voids in concrete

Concrete Voids and Strength

Concrete voids affect both strength and permeability. They include gel water, capillary pores, and entrapped air. In hydrated cement paste, gel water is held within the cement hydration products. Physically entrapped or adsorbed water also supports the hydration process. As cement hydrates, the space needed for the products from a cubic centimeter of cement is estimated to double. Capillary pores are the open spaces left inside the hydrated paste. Their size depends mainly on the...

pore size distribution

Concrete Porosity and Durability

Concrete porosity and durability depend strongly on pore size distribution in hardened cement paste. Capillary pores are much larger than gel pores, and in partially hydrated cement paste they form a connected network that lowers strength and raises permeability. Higher permeability makes concrete more vulnerable to freeze-thaw damage and chemical attack. The risk also depends on the water-to-cement ratio. A higher ratio can leave more space for capillary pores to remain open. As cement...

microcracking in concrete

How Concrete Cracks Before Failure

Concrete can develop tiny cracks before any outside load is applied. These microcracks usually form at the boundary between coarse aggregate and hydrated cement paste. They often result from small volume changes caused by stress-strain differences, heat, and moisture movement. At first, these microcracks stay stable. They usually do not grow much until the concrete reaches about 30 percent of its ultimate strength. As the load rises, the material can begin to change more quickly. When...

water cement ratio

Concrete Strength and Water Balance

Concrete strength depends on the balance between water and cement in the mix. This water-cement ratio is the weight of water compared with the weight of cement. It affects strength, durability, and how well concrete resists environmental stress. Abrams’ law shows that less water usually makes stronger concrete. Water is still needed for hydration, which is the chemical process that binds water and cement. It also helps the mix stay workable and compactable. Some water must be absorbed into the...

aggregate cement ratio

How Mix Ratio Changes Concrete Strength

The aggregate cement ratio changes how concrete performs. It is the weight of aggregate divided by the weight of cement in a concrete mix. This ratio affects strength, workability, and durability, so it is an important part of concrete design. A higher aggregate cement ratio makes the mix leaner. Lean mixes have less cement paste to coat and lubricate the aggregate, so they can be harder to work with. At the same time, they may increase strength because the concrete has less total porosity, or...

transition zone

Concrete Transition Zone and Its Porosity

The concrete transition zone is the thin region where aggregate meets cement paste. It has more pores than the surrounding material, so it is usually weaker at first. The bond around the aggregate comes mainly from Van der Waals forces, which are weak attraction forces between particles. When concrete is compacted, this zone often has a higher water-cement ratio near the aggregate. That extra water can form thin water films around the coarse aggregate. These films increase porosity and help...

relation between tensile strength and compressive strength of concrete

relation-between-tensile-strength-and-compressive-strength-of-concrete

Concrete Strength Testing: Tension vs. Compression

Concrete strength testing compares tensile strength and compressive strength. These two properties are related, but they do not rise at the same rate. Tensile strength usually grows more slowly than compressive strength, so the balance between them changes as concrete gets stronger. Several factors affect tensile strength measurements. The test method, specimen size and shape, aggregate texture, and moisture content can all change the result. Direct tension tests are difficult to perform...

fatigue strength of concrete

Concrete Fatigue Under Repeated Loads

Concrete fatigue describes how concrete can weaken or fail when loads are applied again and again, even when each load is below the material’s strength limit. This property matters because it affects the durability and service life of concrete structures. In materials science and engineering, fatigue is a key reason concrete may not last as long as expected under real use. Concrete can fail in two main ways through fatigue. Static fatigue, also called creep rupture, happens under a constant...

impact strength of concrete

Concrete Impact Resistance in Real Use

Concrete impact resistance matters when a material must handle repeated blows and sudden loads. It is important during pile driving, where concrete piles are driven into the ground. It also matters for machinery foundations that experience impulsive loads and for precast concrete parts that can be damaged during handling. Impact strength is measured by checking how well concrete absorbs energy from repeated impacts. A major sign of serious damage is when the concrete does not rebound after...

abrasion resistance of concrete

Concrete Wear Tests and Surface Durability

Concrete wear tests show how well a surface can stand up to abrasion and long-term use. Abrasion is the wearing away of a material by rubbing, scraping, or contact with moving solids. This property matters because concrete surfaces can lose material under vehicle traffic or when solids carried in water brush against them. The transcript describes three tests used to measure concrete abrasion resistance. In the revolving disc test, three plates rotate against the concrete, and silicon carbide...

reinforcements in concrete

Steel Bars in Concrete Structures

Steel bars in concrete structures help the material carry both compression and tension. Concrete is strong when it is squeezed, but it is weak when pulled. Rebar, or reinforcing steel bars, is placed inside the concrete to handle those tensile forces. Steel is a practical choice because it has a similar coefficient of thermal expansion to concrete. That means both materials expand and contract in a similar way as temperature changes. The steel used for reinforcement is usually made by a...

fiber reinforced concrete

Concrete Strength with Added Fibers

Fiber-reinforced concrete is concrete that includes added fibers to improve strength and durability. It uses hydraulic cement with fine or coarse aggregates, plus separated, non-continuous fibers mixed through the material. These fibers can come from steel, glass, and polymers, as well as natural sources such as sisal and cellulose or manufactured sources such as polypropylene and Kevlar. Steel fibers are often preferred because they are strong and tough. They help concrete resist cracking and...

prestressed concrete

How Concrete Is Preloaded for Strength

Prestressed concrete is a construction method that preloads concrete so it can handle more stress. High-strength steel strands are stretched before or after the concrete is loaded in service. The goal is to put the concrete into compression. That compression helps balance the tension the structure will face later. By reducing tension, prestressing helps limit cracks in the concrete. It can also let a structure carry greater loads or span longer distances than conventional reinforced concrete.

ferrocement

Ferrocement Mesh and Mortar Design

Ferrocement is a construction material made from dense layers of mesh or fine rods covered fully in cement mortar. It is a form of reinforced concrete, but it uses mesh instead of the larger steel bars found in standard reinforced concrete. This structure gives ferrocement its thin, flexible form. The material is built from wire meshes and a mortar made of cement and sand. The mortar is usually mixed in a 1:2 or 1:3 ratio. The water-to-cement ratio is kept between 0.40 and 0.45. This helps the...

non-destructive tests for concrete strength

non-destructive-tests-for-concrete-strength

Concrete Strength Checks Without Breaking It

Concrete strength can be checked without fully breaking the material. Two common methods are the rebound hammer test, also called the Schmidt hammer test, and the penetration resistance test, also called the Windsor Probe test. Both are used to estimate the strength of existing concrete. The rebound hammer test measures the hardness of the concrete surface and gives an indirect clue about strength. A spring-driven mass moves inside a tubular housing and strikes a plunger against the concrete.

key terms and concepts

Learn how concrete cracks, fractures, and crushes under uniaxial, biaxial, and triaxial compression, and why test shape matters.

Concrete Failure Patterns Under Compression | JoVE K12

JoVE Core Civil Engineering provides a foundational exploration of essential construction materials in civil engineering, focusing on bricks, stones, steel, wood, and concrete through easy-to-understand animated videos. This collection covers the properties, manufacturing processes, and practical applications of these materials. Additionally, the accompanied science-in-action videos demonstrate the research experiments performed in laboratories.

civil engineering

Concrete Failure Patterns Under Compression

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