Reinforced Concrete Crack Depth Estimation via Deflection Stress

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Solution Overview

Problem

Conventional methods fail to accurately estimate the depth of cracks in reinforced concrete structures based on visual information, leading to unnecessary repairs and increased operational and maintenance costs.

Innovation Solution

An estimation method and device that acquire deflection stress information from a specimen to derive an estimation formula for crack depth, allowing for precise determination of crack depth in reinforced concrete structures based on external appearance data.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Difficulty of detecting and measuring

If visual inspection or image analysis is used for crack detection, then crack detection capability is improved, but crack depth estimation accuracy deteriorates

Engineering Contradiction:
Improvecrack detection capabilityVSAvoidcrack depth estimation accuracy
Core Design Contradiction:
Difficulty of detecting and measuringVSMeasurement precision

Solution Approach 1:

The patent introduces deflection information as an intermediary parameter that indirectly reflects crack depth. Instead of directly measuring crack depth visually, the system measures the deflection of the reinforced concrete structure, which is caused by crack development, and uses this deflection data to estimate crack depth through derived formulas. This intermediary measurement approach resolves the contradiction by enabling depth estimation without direct visual measurement.

Inventive Principle:
Principle #24Intermediary (Mediator)

Solution Approach 2:

The patent replaces direct visual/mechanical measurement of crack depth with a mechanical response-based estimation system. By measuring the structural deflection (a mechanical response) and using it to infer crack depth through mathematical relationships, the system substitutes direct measurement with indirect mechanical characterization, achieving accurate depth estimation without physical access to the crack.

Inventive Principle:
Principle #28Mechanics substitution (Replace mechanical system)

2Ease of operation

If conventional crack detection methods are used, then detection simplicity is improved, but structural assessment reliability deteriorates

Engineering Contradiction:
Improvedetection simplicityVSAvoidstructural assessment reliability
Core Design Contradiction:
Ease of operationVSReliability

Solution Approach 1:

The patent creates a multi-functional assessment system that simultaneously provides crack detection, crack depth estimation, and structural health assessment. The deflection measurement approach serves multiple purposes: detecting crack presence, estimating crack depth, and evaluating overall structural condition. This universal approach maintains operational simplicity while significantly improving assessment reliability compared to single-function visual inspection methods.

Inventive Principle:
Principle #6Universality (Multi-functionality)

Solution Approach 2:

The patent implements a feedback mechanism where deflection measurements provide information about crack development stages. By monitoring deflection values and comparing them against threshold values or historical data, the system provides feedback on crack progression and structural health status. This feedback loop enables continuous assessment and improves reliability by tracking changes over time rather than relying on single-point visual inspections.

Inventive Principle:
Principle #23Feedback

Data Source

PatentUS12025608B2Estimation method, estimation device, and program
Publication Date: 2024.07.02 NIPPON TELEGRAPH & TELEPHONE CORP
  • US12025608B2 patent drawing
  • US12025608B2 patent drawing
  • US12025608B2 patent drawing

AI summary

An estimation method includes: an acquisition step (S101) of acquiring deflection stress information that indicates a relationship between a deflection and a tensile stress of a specimen (200) of a reinforced concrete structure; and a derivation step (S102) of deriving an estimation formula for estimating a depth of a crack generated in the reinforced concrete structure when a deflection of the reinforced concrete structure is no less than a first deflection of the specimen at a start of a generation of the crack, and is no greater than a second deflection of the specimen at an end of the generation of the crack.