Stress-Strain Relation in Hardened Concrete
1. Introduction to Hardened Concrete:
- Hardened concrete refers to concrete that has gained sufficient strength and stiffness after setting and curing.
2. Stress-Strain Relationship:
- It is a fundamental property that illustrates how hardened concrete deform under varying levels of stress.
3. Key Concepts:
- Elastic Behavior: Initially, concrete exhibits a linear, elastic response where stress and strain are proportional.
- Proportional Limit: The maximum stress at which the material still behaves elastically. Beyond this point, deformation is no longer proportional to stress.
- Ultimate Strength: The maximum stress that the concrete can withstand before failure.
- Post-Peak Behavior: After reaching ultimate strength, concrete experiences a reduction in stress with increasing strain until failure.
4. Important Parameters:
- Modulus of Elasticity (E): A measure of the stiffness of concrete, denoting the slope of the initial linear portion of the stress-strain curve.
- Poisson's Ratio: Ratio of lateral strain to axial strain in the material under stress.
5. Factors Affecting Stress-Strain Behavior:
- Concrete Composition: Includes water-cement ratio, aggregate type, and admixtures.
- Curing Conditions: Temperature, humidity, and time affect the strength and stiffness.
- Loading Rate: Speed at which load or stress is applied can influence the stress-strain characteristics.
- Age of Concrete: Properties of concrete change over time as it matures.
6. Experimental Methods:
- Standardized tests such as uniaxial compressive strength tests using cylindrical specimens are used to determine the stress-strain relations.
7. Applications and Implications:
- Understanding the stress-strain relationship is crucial for the design and analysis of concrete structures to ensure safety, durability, and performance.
These notes provide an overview of the essential aspects of the stress-strain relationship in hardened concrete necessary for further study and application in concrete technology and structural engineering.
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