硬化混凝土的拉伸试验

Concrete can withstand very large stresses under uniaxial compressive forces, but failures occur along shear planes where maximum tensile forces develop. A thin, weak interfacial transition zone between mortar and aggregate results in very low tensile strengths. Stress concentrations around irregular aggregate particles lead to preferential crack growth in this area, causing sudden brittle failure unacceptable in structural applications.

The interfacial transition zone is a thin, weak layer between mortar and aggregate that comprises up to 40% of mortar volume in common concretes. A larger water-to-cement ratio during mixing and hardening in this area results in weaker crystal structure. Combined with stress concentrations around irregular aggregate particles, this zone becomes the preferential location for crack initiation and growth under tensile loading.

The split cylinder test applies compressive force to create uniform horizontal tensile stress away from the load application points. The four-point bending test places the top fiber in compression and bottom fiber in tension, with failure occurring when tensile strength is reached. Beam tests typically predict tensile capacity 30 to 50% larger than split tension tests, and beam values are preferred in design because cracking in concrete elements often results from flexure.

Steel reinforcement increases concrete strength and ductility by carrying large tensile forces that unreinforced concrete cannot sustain. Steel bars limit crack formation and crack widths, extending structural life and preventing de-icing salts from corroding the reinforcement. Using just 1 to 1.5% steel over the concrete cross-section creates economical, safe structures with good serviceability and maintained stiffness.

When unreinforced concrete beams crack, they fail immediately at loads near predicted tensile strength. Reinforced concrete beams crack at higher loads but regain strength quickly as steel begins carrying tensile forces. The load continues increasing until steel yields, after which the curve flattens. Because steel is ductile and strain hardens, failure occurs at large deformations rather than sudden brittle collapse.

Controlling crack widths and distribution is critical to durability because narrow cracks impede de-icing salts and other chemicals from penetrating and corroding the reinforcing steel. Steel reinforcement serves to limit crack formation and crack widths, increasing the life of the structure. This protection maintains the structural integrity and aesthetic appearance of concrete members over time.

Reinforced concrete enables architects to create unique structural forms by maintaining integrity in unsupported cantilevers and other complex geometries. Frank Lloyd Wright pioneered modern reinforced concrete architecture, using it in iconic works like Fallingwater in Pennsylvania. Many contemporary structures, including football stadiums like Soldier Field in Chicago, demonstrate how reinforced concrete combines aesthetic possibilities with structural safety and economy.