7.2 : 圧縮荷重下におけるコンクリートの挙動

Concrete's behavior under compression is critical to understand because even if the compressive force acts on concrete, tensile stress exists at the edge of an internal flaw, causing failure.

When subjected to uniaxial compression, concrete usually develops cracks that run parallel to the direction of the applied force.

Parallel cracks arise from localized tensile stresses that act perpendicular to the direction of compression. In contrast, angled cracks may occur due to the formation of shear planes.

When the concrete specimen fractures, it typically breaks along two planes that are parallel to the applied force, resulting in the specimen breaking into elongated columnar fragments that align with the direction of stress.

Under biaxial compression, concrete often fails along a plane that's parallel to the loads, leading to the creation of slab-like pieces.

Triaxial compression, on the other hand, results in crushing rather than fracturing, demonstrating a different failure mechanism.

The fracture patterns indicate behavior under direct stress conditions only. Specimens with a length-to-width ratio equal to or greater than two minimize additional lateral forces that the testing machine's platens might typically introduce.