DOI QR코드

DOI QR Code

교량의 장기성능 예측을 위한 디지털 트윈모델 정의

Definition of Digital Twin Models for Prediction of Future Performance of Bridges

  • 투고 : 2018.11.12
  • 심사 : 2018.11.14
  • 발행 : 2018.12.31

초록

Future performance prediction of bridges is challenging task for structural engineers. Well-organized information from design, construction and operation stages is essential for the assessment of structures. Digital twin model is a new concept to realize more reliable data platform for management of infrastructures. Damage history including degradation of material, cracking, corrosion, etc. needs to be accumulated in the digital model. The digital model is linked to the analysis model for the assessment of structural performance considering changed mechanical properties of structural components. In this paper, initial definition digital twin model of a PSC-I girder bridge is proposed.

키워드

HBOOB1_2018_v8n4_13_f0001.png 이미지

Figure 1. Inventory of a PSC I girder bridge

HBOOB1_2018_v8n4_13_f0002.png 이미지

Figure 2. Code definition of damages

HBOOB1_2018_v8n4_13_f0003.png 이미지

Figure 3. Network-level data collection and uses

HBOOB1_2018_v8n4_13_f0004.png 이미지

Figure 4. Code system of PSC-I girder bridge

HBOOB1_2018_v8n4_13_f0005.png 이미지

Figure 5. Damage evaluation of a PSC I girder

HBOOB1_2018_v8n4_13_f0006.png 이미지

Figure 6. Reality model definition

HBOOB1_2018_v8n4_13_f0007.png 이미지

Figure 7. Prediction of concrete slab damages

HBOOB1_2018_v8n4_13_f0008.png 이미지

Figure 8. Damage recording on a digital model

HBOOB1_2018_v8n4_13_f0009.png 이미지

Figure 9. New BMS with open data model

Table 1. Definition of code numbers

HBOOB1_2018_v8n4_13_t0001.png 이미지

Table 2. Details of the code system

HBOOB1_2018_v8n4_13_t0002.png 이미지

Table 3. Definition of code for inventory

HBOOB1_2018_v8n4_13_t0003.png 이미지

Table 4. Code system of damages in PSC I-girder bridges

HBOOB1_2018_v8n4_13_t0004.png 이미지

참고문헌

  1. Aron, P., Lane, W. (2017). Industry 4.0 and the Digital Twin, Deloitte Anjin Review No. 9, pp. 64-72.
  2. Kim, D.Y., Shim, C.S., Moon, H.C., Lee, B.J. (2014). Safety evaluation of corrugated steel culvert using cloud data, Proceeding of KSSC, pp. 163-164.
  3. Korea Expressway Corporation (2013). Research on Effective Inspection through Analysis of Bridge Damages.
  4. Ministry of Land, Infrastructure and Transport (2018). Guidelines of Safety and Maintenance of infrastructures.
  5. Shim, C. S., Kang, H. R., Dang, N. S., Lee, D. K. (2017). Development of BIM-based bridge maintenance system for cable-stayed bridges, Smart Structures Systems, 20(6), pp. 697-708. https://doi.org/10.12989/SSS.2017.20.6.697
  6. Shim, C.S., Kim, S.W., Song, H.H., Yoon, N.R. (2011). Development of BIM for a Maintenance System of Subway infrastructures, Journal of KIBIM, 1(1), pp. 6-12. https://doi.org/10.13161/KIBIM.2011.1.1.006