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An Overview of Structural Health Monitoring
Systems For Concrete Structures
FUTURE CONCRETE QATAR-2014
Faris A Malhas, PE, PhD, F. ACI
Dean & Professor
School of Engineering, Science & Technology
Central Connecticut State University
Outline• Introduction
• What is SHM
• Methodology
• Sensor Technology
• SHM Testing Categories
• SHM systemC Design
• I-35 Bridge
• The Future of SHM
• ConclusionsSome material in this presentation is adopted from documents of ACI Committee 444 and ISIS- Canada
1 Introduction
• The world’s population depends on an extensive
infrastructure system
− Roads, sewers, highways, buildings
• The infrastructure system has suffered in past years
− Neglect, deterioration, lack of funding
Global Infrastructure Crisis
1 Introduction
•Approximately 25% of the 600,000 bridges in the US are either structurally deficient or functionally obsolete.
•The Federal Highway Administration (FHWA) has made it a priority to seek new methods to economically and effectively inspect and monitor bridges.
•In response to this need, structural health monitoring (SHM) has become a much discussed, but not widely implemented.
Structural Health Monitoring (SHM) canbe very helpful in serving as an alarmsystem for preventing infrastructuredegradation ………….
But what is Structural Health Monitoring?
How Can We Reduce Infrastructure
Degradation?
What is Structural Health Monitoring (SHM)
“The process of implementing a damage detection and
characterization strategy for engineering structures”
SHM Definition
Structural Health Monitoring
Non-destructive in-situ structural
evaluation method
Uses several types of sensors,
embedded in or attached
to a structure
To ensure the structural safety,
strength, integrity, and
performance
SHM Challenges
Implementation of SHM on bridges is not common as it should due to :
• Difficulties in integration of the information from sensor networks.
•Economic justification of SHM for the structure.
•The lack of a standard procedure for owners and inspectors to follow for SHM specially for bridges.
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SHM Guide: A Critical Need
The following topics should be covered in such a guide:
•Case studies with descriptions of which sensor networks have been shown to be successful
• The optimal location and number of sensors to monitor structural health.
• Guidelines for analyzing and interpreting data obtained by the SHM.
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SHM Applications
• Buildings (critical & historical)
•Bridges
• Tunnels
• Pavement
>> Practically: any critical structure
Expected Outcomes of Monitoring
• Providing answers to specific questions such as load rating.
• Addressing uncertainties related to construction processes, structural behavior or performance.
• Evaluating the effectiveness of maintenance or modification.
• Providing an objective assessment of present or future conditions.
• Detecting damage or deterioration for optimal maintenance planning.
• Evaluating the effects of hazardous events or accidents. 11
Monitoring Metrics for Concrete Bridges
Measure• Acceleration
• Strain
• Climatic Conditions
• Curvature
• Displacements
• Load
• Tilt/Slope
• Scour
Identify
Corrosion
Cracking
Strength
Location of rebars
delaminations
Increased interest in SHM is fueled by:
1. The need for…
Better management of existing structures
Monitoring of innovative designs and materials
2. The advancement of…
New sensors
Data acquisition systems (DAS)
Wireless and internet technologies
Data transmission, collection, archiving and retrieval systems
Data processing and event identification
SHM Categories
Static Field Testing:
Behaviour tests
Diagnostic tests
Proof tests
Dynamic Field Testing:
Stress history tests
Ambient vibration tests
DLA tests
Pullback tests
Periodic
Monitoring:
Includes field testing
Tests to determine
changes in structure
Continuous
Monitoring:
Active monitoring
Passive monitoring
Classification of SHM Systems
Level I
Detect presence of damage
Level II
Detect presence and location of damage
Level III
Detect presence, location and severity of damage
Level IV
Detect presence, location, severity and consequences of damage
Advantages of SHM
Advantages of SHM include…
Increased understanding of in-situ structural behaviour
Early damage detection
Assurances of structural strength and serviceability
Decreased down time for inspection and repair
Development of rational maintenance / management strategies
Increased effectiveness in allocation of scarce resources
Enables and encourages use of new and innovative materials
Ideal SHM system:
Information on demand about a structure’s health
Warnings regarding any damage detected
Development of a SHM system involves utilizing information from
many different engineering disciplines including…
Data Collection
MaterialsComputers
SensorsDamage Detection
Structures
Communication
Intelligent Processing
Monitored Structure
System Components Schematic
Sensors
(various
types)
DA system
(on-site)
Communication System
(e.g. telephone lines)
Data processing
(automatically by
computer)
Data Storage
Diagnostics
Data retrieval
(and decision
making)
Acquisition of Data
Selection of Sensors
Appropriate and robust sensors
Long-term versus short-term monitoring
What aspects of the structure will be monitored?
Sensors must serve intended function for required duration
The collection of raw data such as strains, deformations,
accelerations, temperatures, moisture levels, acoustic
emissions, and loads
Acquisition of Data
Sensor Installation and Placement
Must be able to install sensors without
altering the behavior of the structure
Sensor wiring, conduit, junction boxes
must be considered in the initial
structural design
Transfer to Data Acquisition System (DAS)
Method - Lead wire
• Direct physical link between sensor and DAS
• least expensive and most common
• Not practical for some large structures
• Long lead wires increase signal “noise”
Method - Wireless transmission
• More expensive
• Signals are transferred more slowly and are less secure
• Use is expected to increase in the future
Acquisition of Data
Data Sampling and Collection
Acquisition of Data
General Rule: The amount of data should not be so scanty as to
jeopardize its usefulness, nor should it be so voluminous as to
overwhelm interpretation
Issues:
• Number of sensors and data sampling rates
• Data sorting for onsite storage
• Sometimes: large volumes of data
Data Acquisition Algorithms
Record only significant
changes in readings
(and times that changes occur)
Record only values greater
than a threshold value
(and times that readings occur)
Acquisition of Data
Communication of Data
•Data transfer from the DAS to an offsite location
• Allows for remote monitoring
Telephone
lines
Internet
Wireless
technologies
DASOffsite
Location
Intelligent Processing of Data
Easier
Faster
More accurate
• The goal is to remove mundane data, noise, thermal, or
other unwanted effects and to make data interpretation:
Diagnostics
Converts abstract data signals into useful information about structural response and condition
• No “standards or guidelines exist for diagnostics
• Process used depends on…
Type of structure
Type and location of sensors used
Motivation for monitoring
Structural responses under consideration
CONCRETE STRUCTURAL MONITORINGPossible defects of prestressed concrete structure
27
Challenges in Concrete Structures Health Monitoring
•Concrete structures are affected by a variety of chemical, physical and mechanical degradation mechanisms such as chloride penetration, sulfate attack, carbonation, freeze-thaw cycles, shrinkage, and mechanical loading.
•Each of the following four issues: damage modeling, monitoring, data analytics, and uncertainty quantification – is a difficult challenge for a heterogeneous material such as concrete. 28
Challenges in Concrete Structures Health Monitoring
29
•Many sensor types are currently available
•Choice for SHM depends on various factors and goals
•Two behavior of concrete bridges are of particular interest to any SHM system:
•CRACKING
•CORROSION
Sensor Technology
SHM OF CRACKING
• Cracking is one of the most common damages found on bridges during inspection.
• Cracks have caused closure of bridges for repair, and even worse, collapses of bridges. Therefore proper assessment of cracking is critical in structural health monitoring.
• Various aspects of cracks such as length, width, depth, and pattern should be documented.
• It is important to document if any movement has occurred relative to observed cracking, such as shrinkage, displacement, or volumetric expansion.
Fiber Optic Sensor
•Versatile sensor, developed in the 80’s and still under intense development.
•Heavily used in SHM for Bridges, particularly in detecting cracks.
32
Section: 4 Sensor Technology
Fibre Optic Sensors
Typical Optical Fibre
Assorted fibre coatings are required to protect the fibre from…
Abrasion
Protection during
handling and installation
Moisture
Weakens the fibres and
controls growth of microcracks
Concrete
Alkaline environment is
harmful to glass fibres
Outer jacket Aramid reinforcing fibres Inner jacket Fibre buffer Fibre Sensor
SHM
Intro to
ISIS Canada Educational Module 5
34
Smart Aggregate SystemIn this active sensing system, one smart aggregate is used as an actuator to generate a sweep sine signal, while the other smart aggregates are used as sensors to detect the signal response. The propagation energy of the waves will be attenuated by cracks in the concrete structure. By analyzing the sensor signal, the health status of the concrete structure is evaluated.
Smart Aggregate
Installation of smart aggregate
Maximum amplitude of acquired signal under loading and released loading.
Acoustic Emission Technique for Damage Detection
• An AE sensor composed of a thick piezoelectric element converts the mechanical energy caused by elastic waves into an electrical signal. When some cracks occur, resulting in elastic waves propagating through the target surface. These elastic waves are detected and converted to voltage signals .
• The location of damage can be identified using multiple AE sensors based on the differences in the arrival times of the AE signals.
Acoustic Emission Technique for Damage Detection
Corrosion
• Corrosion of rebars in concrete bridges is perhaps the most common form of deterioration, and is difficult to detect.
• The steel rebar in concrete is susceptible to corrosion when chloride ions enter into the concrete from de-icing salts applied to the concrete surface, or from seawater in marine environments.
• Although periodic visual inspections are performed on bridges, they cannot reveal the early symptoms of rebar corrosion within the bridge deck.
• By the time external visual evidence is seen, the damage has already occurred, and the bridge deck will need replacing.
43
Corrosion Monitoring- ERE 20
Long life Reference Electrode, which can be cast into the cover concrete to check the cathodic protection and to monitor the corrosion state of reinforcing steel or predict corrosion.
Corrosion Monitoring System by S+R
Corrosion sensors (Anode Ladder). The Anode Ladder consisting of single steel anodes at different depths.
Used for monitoring of time dependent chloride ingress or carbonation progress into the concrete both for newly built and existing structures.
Corrosion Monitoring system-(RCS)
• CORROSOMETER probe can be used to evaluate the effectiveness of the cathodic protection system by detecting when chloride ingress is nearing the rebar, measuring and recording metal loss and the instantaneous corrosion rate.
Embedded Corrosion Instrument (ECI)
ECI contains a chloride threshold indicator, a temperature sensor, conductivity and resistivity sensor, a polarization resistance sensor, and an open-circuit potential sensor. ECI provides comprehensive, real-time information on structural conditions by monitoring five key factors in corrosion, which are linear polarization resistance (LPR), open circuit potential (OCP), resistivity, chloride ion concentration (Cl-) and temperature.
Other Types of Sensors Used in SHM
Load cells
Electrical resistance gauges
Vibrating wire strain gauges
Accelerometers
Linear Variable Differential Transformer
Thermocouples
LOAD
DISPLACEMENT
ACCELERATION
TEMPERATURE
STRAIN
Integrated Temperature Circuits
Linear Potentiometer
Energy harvesting systems
•The power requirement of SHM systems is especially a problem for structures in remote areas.
•The main energy harvesting sources in structures are solar, wind, and vibration.
Developer Harvesting
Method
Energy Produced Application Reference
Solarworld (SPE-
350-6)
Solar energy 9V-350 mA, produced
energy depending on
available solar energy
Suspension bridge Jang et al. (2010)
University of
Michigan
Traffic induced-
vibration
2.3 uW for 0.54 ms-2
acceleration
Suspension bridge Galchev et al.
(2011)
Laboratoire
Navier, France
Traffic induced-
vibration
0.03 mW mean power Prestressed
concrete bridge
Peigney and
Siegert (2013)49
E.H. Deployment
(a) Telegraph Road Bridge solar panels powering wireless sensors
(b) New Carquinez Bridge solar panel powering the sensor node shown in the assembly box .
50
Periodic Monitoring
Periodic SHM conducted to investigate detrimental
changes that might occur in a structure
Behaviour of structure is monitored at specified time
intervals (days, weeks, months, years…)
Examples include periodic monitoring:• through ambient vibration;
• through testing under moving traffic;
• through static field testing;
• of crack growth
• of repairs
Continuous Monitoring
Monitoring is ongoing for an extended period of time
Only recently used in field applications because of high
costs and relative complexity
Real-time monitoring and data collection
1. Stored on site for analysis later
2. Communicated to remote location for real-time analysis
Usually only applied to important structures or when
there is doubt about the structural integrity
SHM System Design
Definition of SHM objectives
Sensor placement
Types of monitoring
Durability and lifespan of SHM
1. Design Issues…
SHM System Design
2. Installation Issues…
Sensor identification
Contractor education
Sensor damage during
construction
Structural changes induced by
presence of SHM system
Protection against deterioration
and vandalism
SHM System Design
3. Use Issues…
Data collection and
management
Continuity of knowledge
Dissemination of
performance results
Public awareness
SHM System Design
1. Identify the damage or deterioration mechanisms
2. Categorize influence of deterioration on the mechanical response
• Theoretical and numerical models of structure
3. Establish characteristic response of key parameters • Establish sensitivity of each to an appropriate level of deterioration
4. Select the parameters and define performance index • Relates changes in response to level of deterioration
5. Design system • Selection of sensors, data acquisition and management • Data interpretation
6. Install and calibrate SHM system (baseline readings)
7. Assess field data and adapt system as necessary
I-35W St. Anthony Falls Bridge, Minneapolis
58
I-35W St. Anthony Falls Bridge, Minneapolis
I-35W St. Anthony Falls Bridge, Minneapolis
I-35W St. Anthony Falls Bridge, Minneapolis, USA
SHM System
•The design of the system was an integral part of the overall bridge design process
•Monitoring instruments measure dynamic and static parameter points to enable close behavioral monitoring during the bridge's life span.
I-35W St. Anthony Falls Bridge, Minneapolis, USA
Sensors deployed
I-35W St. Anthony Falls Bridge, Minneapolis, USA
Sensors deployed
Computer Interface
I-35W St. Anthony Falls Bridge, Minneapolis, USA
The Future of Structural Concrete SHM
Muscle/Member Analogy:
Smart concrete have sensors
inside that provide information
about the structural members’
condition
Muscles have nerve cells
embedded in them that provide
information to the brain about
the conditions of the muscles
Smart concrete with sensors embedded inside that provide
information about the condition of the structural component
Smart Concrete
In Conclusion……………..
Butterflies and dinosaurs date from the same historical period…
Recent research leads scientists to the conclusion that
butterflies have survived because they have been
equipped with better sensors than dinosaurs, and thus
are able to adapt to environmental changes.
Should we build structures with a butterfly or
dinosaur destiny?
THANK YOU