Understanding the Impact of Fires on Reinforced Concrete Structures and Methods for Assessment

Fires can cause various damages to reinforced concrete (RC) structures, affecting their surface, chemical composition, and overall integrity. Understanding the mechanisms of fire damage and employing effective assessment methods are crucial for determining the condition of the structure and making informed decisions on repair or demolition.

Fire Damage Mechanisms

1. Surface Cracking

Concrete surfaces may develop a network of fine cracks due to factors like low humidity, thermal incompatibility, and exposure to fire. These cracks, with a depth of 3 mm and grid diameters smaller than 50 mm, can impact the structural properties.

2. Chemical Decomposition

The increase in temperature during a fire can lead to the evaporation of water and dehydration of cement paste, causing chemical decomposition. This process alters the color of concrete, which serves as an indicator of exposure temperature and corresponding damage.
Table 1: Concrete Color and Temperature Assessment

Temperature, C Color Change Concrete Condition
0-290 None Unaffected
290-590 Pink to red Concrete remains sound, but strength reduces significantly
590-950 Whitish grey Concrete is weak and friable
>950 Buff Extensive spalling, concrete is weak and friable

3. Microcracking and Spalling

The rapid change in temperature, such as exposure to fire, can lead to the development of small cracks and subsequent spalling, exposing steel reinforcement. The yield strength of steel can be lost, and spalling can result in partial or complete destruction.

Assessment Methods

1. Preliminary Investigation

1.1 Cleaning

Thoroughly cleaning smoke deposits is essential to reveal spalling and cracks. Methods such as water blasting and chemical washing are preferred to avoid secondary damages.

1.2 Visual Inspection

Recording visible damages, deformations, and exposure of steel reinforcements through a detailed visual inspection.

1.3 Fire Intensity

Estimating fire intensity by observing building contents and post-fire conditions.

1.4 Field Tests

Conducting simple field tests, such as striking hammer and chisel, to assess fire damages.

2. Detailed Investigation

2.1 Non-destructive Tests

Utilizing non-destructive tests like pulse velocity and rebound hammer to specify concrete properties.

2.2 Destructive Test Methods

Performing destructive tests, including coring, in the lab or field to gather detailed information on material properties, depth of fire, and crack locations.
Table 2: Test Methods for Fire-Damaged Concrete

Condition of Concrete Structure Test Methods
Actual temperature reached… Examination of building contents, visual examination, DTA, metallurgical studies of steel
Compressive strength Tests on cores, impact hammer test, penetration resistance, soniscope test
Modulus of elasticity Tests on cores, Soniscope studies
Dehydration of concrete DTA, petrographic, chemical analysis
Spalling and aggregate performance Visual examination, petrographic analysis
Cracking Visual examination, soniscope test, petrographic analysis
…and more …and more

Table 3: Conditions of Materials Useful for Estimating Temperature Attained Within a Structure During a Fire

Material Examples Conditions Temperature, C
Lead Plumbing lead Shape edges rounded or drops formed 300-350
Zinc Plumbing fixtures Drops formed 400
Aluminum and its alloys Small machine parts, toilet fixtures Drops formed 650
…and more …and more …and more

Conclusion

Understanding the mechanisms of fire damage and employing a comprehensive assessment plan is crucial for making informed decisions on the repair or demolition of reinforced concrete structures.

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