ISO 16837:2019
Non-destructive testing — Acoustic emission testing — Test method for damage qualification of reinforced concrete beams
Non-destructive testing — Acoustic emission testing — Test method for damage qualification of reinforced concrete beams
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 5
- Дата публикации:
- 24 января 2019 г.
- Издание:
- ISO IS 16837 edition 1 version 1
- ICS:
- 19.100
This document specifies a test for damage qualification of reinforced concrete beams in services as bridges, docks and buildings.
Abstract
Overview
ISO 16837:2019 specifies an acoustic emission (AE) test method for damage qualification of reinforced concrete beams used in bridges, docks and buildings. The standard provides a practical framework for applying AE monitoring to assess fatigue, track damage accumulation and support maintenance decisions. It builds on AE principles such as the Kaiser effect and defines measurable ratios to quantify structural deterioration.
Keywords: acoustic emission, AE testing, reinforced concrete beams, damage qualification, Kaiser effect, load ratio, calm ratio, fatigue assessment.
Key Topics
-
Measurement system requirements
- AE sensors must be sensitive to signals generated in concrete, robust against temperature, moisture and vibration, and positioned to cover the target area.
- Amplifier internal noise should be low (system guidance indicates a low microvolt range) and the frequency range selected considering sensor performance and concrete attenuation (typical AE components are suggested between ~10 kHz and 100 kHz).
- Systems should capture AE counts/hits with time stamps and, where possible, record external parameters such as load and strain for combined analysis.
-
Noise and signal separation
- Estimate environmental noise before measurement and mitigate sources (wind, traffic, rain, solar effects). Use filtering and frequency selection to separate AE signals from mechanical or electrical noise.
-
AE indicators for damage
- The document emphasizes the Kaiser effect and Felicity ratio as fundamental AE observations.
- Two new AE parameters are defined: load ratio (ratio of load at AE onset to previous maximum) and calm ratio (ratio of cumulative AE during unloading to total AE in a cycle). These quantify damage accumulation and loss of structural stability.
-
Failure mode AE signatures
- Bending-mode failure: progressive increase in AE counts as tensile cracks nucleate and propagate; crack-mouth opening displacement (CMOD) correlates with Kaiser effect loss.
- Shear-mode failure: sudden diagonal cracking producing rapid AE count increases with fewer precursors.
Applications
- In-situ qualification of reinforced concrete beams under incremental, cyclic and fatigue loading.
- Quantitative assessment for asset management of bridges, docks and buildings, enabling targeted inspections and maintenance planning.
- Use of load and calm ratios to classify damage levels (minor, intermediate, heavy) after establishing threshold values from site or laboratory data.
Related Standards
- ISO 12716 - AE inspection vocabulary and terms used in AE testing
- ISO/TR 13115 - calibration methods for AE transducers
- Referenced guidance: EN 13554 (general AE principles) and several ASTM/JSNDI documents for sensor mounting, instrumentation and calibration.
Practical notes
- Prior to testing, perform system inspection, attenuation estimation and channel sensitivity checks.
- Report essentials include date, test personnel, devices, sensor locations and pre/post setup system checks and analytical results.
Applying ISO 16837:2019 supports objective, repeatable AE-based evaluation of reinforced concrete beam integrity and helps translate AE activity into actionable maintenance decisions.
Технические детали
- Технический комитет
- ISO/TC 135/SC 9 - Acoustic emission testing
- SKU
- ISO 16837:2019
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