Video Summary: What are Effects of Creep
Ever wonder why the Golden Gate Bridge requires constant monitoring for structural changes over decades? The effects of creep in concrete structures can cause gradual deformation that accumulates over years, leading to significant structural problems. From beam deflections in highway overpasses to column buckling in skyscrapers, understanding what are effects of creep is crucial for safe construction practices. Watch the full video on JoVE Coach to master this concept with expert-led visuals and step-by-step explanations.
What are effects of creep represents one of the most critical long-term considerations in concrete structure design. Creep, the time-dependent deformation of concrete under sustained loading, produces both immediate and progressive structural changes that engineers must account for throughout a building's lifespan. These effects manifest differently depending on the structural element type, loading conditions, and overall structural system.
The types of effects of creep can be categorized into deformation-related and stress-related phenomena. Deformation effects include increased deflections in beams and slabs, which often exceed initial design predictions. For example, the parking garage at Logan International Airport required retrofitting due to excessive creep-induced sagging that compromised clearance requirements. Stress-related effects involve redistribution of forces within structures, sometimes beneficial in continuous systems but potentially harmful in statically determinate elements.
In reinforced concrete beams, creep amplifies deflections beyond elastic predictions, potentially causing serviceability issues. The Empire State Building's floor beams, designed in an era with limited creep understanding, required structural modifications to address long-term deflection problems. Additionally, existing cracks widen as creep concentrates stresses, while new cracks may form in previously uncracked regions.
Column behavior under creep presents unique challenges, particularly in slender elements subject to eccentric loading. The Willis Tower (formerly Sears Tower) incorporates special design provisions to prevent creep-induced buckling in its perimeter columns. When creep increases lateral deflections, the resulting secondary moments can trigger sudden buckling failure, making this effect especially dangerous in high-rise construction.
Indeterminate structures often benefit from creep through stress redistribution. Continuous concrete bridges experience stress relief at supports as creep allows moment redistribution to less critical sections. However, mass concrete applications like Hoover Dam face increased interior cracking risks as creep prevents stress relief through structural continuity.
High-rise buildings present complex creep scenarios involving differential effects between interior and exterior columns. One World Trade Center's design specifically addresses these issues through careful material selection and construction sequencing. Differential creep causes partition wall cracking, elevator misalignment, and cladding system failures when rigid connections cannot accommodate the gradual movements.
Prestressed concrete applications face unique vulnerabilities, particularly when using conventional steel reinforcement instead of high-tensile materials. The gradual loss of prestressing force through creep can lead to sudden failure once the concrete cracks, making this effect critical for bridge girders and parking structures throughout the United States.
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