A CONTINUAL LEARNING-BASED CNN FRAMEWORK FOR STRUCTURAL DAMAGE RECOGNITION
Jiawei Zhang, Jiangpeng Shu, Reachsak Ly, Yiran Ji
College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
30 JUNE › 2 JULY 2021
FEUP · PORTO · PORTUGAL
Content
Introduction
Methodology
Dataset
Network Architecture
Experiment and Result
1
2
3
4
5
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
30 JUNE › 2 JULY 2021
FEUP · PORTO · PORTUGAL
Introduction
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
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—— The increasing in tasks of structural health inspection (identifying the type of component, the type of material, the degree of damage, the existence of spalling, the cause of cracks, etc.) results urgent need for a efficient model to realize multi-task recognition.
——The manual detection method is highly dependent on the subjective or empirical knowledge of the inspector. Moreover, due to high equipment demand, low efficiency, high omission rate and poor real-time performance, it is difficult to be widely applied.
—— Utilize Convolutional Neural Network (CNN) instead of manual inspection provide higher accuracy, higher efficiency at lower cost, which is gradually becoming mainstream.
—— The ever-expanding data set has driven the research and validation of new technologies, methods, and theoretical models, providing information and evidence for the formulation and optimization of inspection, maintenance, repair, and reinforcement plans for bridge structures.
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
30 JUNE › 2 JULY 2021
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Current training methods for multi-tasking learning:
The training speed is fast, but the accuracy is limited.
2.Fine-Tuning:
The training speed is relatively slow and catastrophic forgetting can occur.
3.Duplicate and Fine-Tuning:
The overall accuracy is high, but the prediction speed is slow due to the large number of parameters.
4.Joint Training:
High recognition accuracy, but it requires a large storage space for datasets and is very inefficient when adding new tasks.
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
30 JUNE › 2 JULY 2021
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Methodology
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
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10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
30 JUNE › 2 JULY 2021
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Dataset
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Hierarchy tree of used dataset for CLDRM
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
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The Number & Ratio of images used in different recognition task in this study
Task | Damage Level | Spalling | Component | Damage Type |
Training | 3776 | 4864 | 3968 | 1728 |
Test | 663 | 820 | 693 | 328 |
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
30 JUNE › 2 JULY 2021
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Sample images used for damage level evaluation task: (a) No Damage; (b) Minor Damage; (c) Heavy Damage
Sample images used for spalling condition check: (a) Spalling; (b) No Spalling
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
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Sample images used in component type determination: (a) Column; (b) Wall; (c) Beam
Sample images used in damage type determination:
(d) Cracks caused by corrosion of reinforcing steel.
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
30 JUNE › 2 JULY 2021
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Network Architecture
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
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10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
30 JUNE › 2 JULY 2021
FEUP · PORTO · PORTUGAL
Experiment and Result
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
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Training order:
component type as the first task, spalling identification task as the second task
Purpose :
to find out the optimal value of the distillation temperature by observing the variations of accuracy
of the first task during the training of the second task.
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
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“Initial (%)” refers to the best test accuracy of a task that was trained for the first time.
“Final (%)” refers to the test accuracy of this specific task when the training of all the tasks have finished.
The difference between Initial(%) and Final(%) of one particular task shows the decline
in accuracy of that task during the entire training process.
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
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The test accuracy variations of the model trained with different methods on similar tasks
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
30 JUNE › 2 JULY 2021
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The test accuracy variations of the model trained with different methods on unsimilar tasks
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
30 JUNE › 2 JULY 2021
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Different Learning Order and its corresponding recognition accuracy obtained by CLDRM
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
30 JUNE › 2 JULY 2021
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The test accuracy variations of different tasks on different learning order
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
30 JUNE › 2 JULY 2021
FEUP · PORTO · PORTUGAL
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
30 JUNE › 2 JULY 2021
FEUP · PORTO · PORTUGAL
10th INTERNATIONAL CONFERENCE ON STRUCTURAL
HEALTH MONITORING OF INTELLIGENT INFRASTRUCTURE
30 JUNE › 2 JULY 2021
FEUP · PORTO · PORTUGAL