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포트받침의 마찰요소 이탈을 고려한 전단거동 실험 평가

Experimental Evaluation of Shear Behavior Considering Friction Element Detachment on Pot Bearing

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키워드

주제분류토목공학

초록

In this study, considering the expansion/contraction behavior of the upper structure at all times and the abnormal behavior of the receiving friction elements that allow horizontal movement during earthquakes, a port receiving test body simulating the protrusion of the friction elements was created and the modulus performance was evaluated. In order to confirm the influence of the friction element's projection, the friction element's degree of separation was divided into four stages, and the shear behavior of the test specimen and the friction coefficient were confirmed. As a result of the experiment, it was found that the friction load increases as the protrusion degree of the friction element increases. On the other hand, as the degree of protrusion of the coefficient of friction increases, the coefficient of friction also increases. It was confirmed that damage to the friction elements during use increases the coefficient of friction, hinders smooth expansion and contraction of the upper structure, and causes stress concentration at the fixed-end support.

Abstract

In this study, considering the expansion/contraction behavior of the upper structure at all times and the abnormal behavior of the receiving friction elements that allow horizontal movement during earthquakes, a port receiving test body simulating the protrusion of the friction elements was created and the modulus performance was evaluated. In order to confirm the influence of the friction element's projection, the friction element's degree of separation was divided into four stages, and the shear behavior of the test specimen and the friction coefficient were confirmed. As a result of the experiment, it was found that the friction load increases as the protrusion degree of the friction element increases. On the other hand, as the degree of protrusion of the coefficient of friction increases, the coefficient of friction also increases. It was confirmed that damage to the friction elements during use increases the coefficient of friction, hinders smooth expansion and contraction of the upper structure, and causes stress concentration at the fixed-end support.

참고문헌 (9)

  1. PTFE Sliding Surfaces in Bridge Bearings, "Campbell TI", Ontario Ministry of Transporation, 58~, pp.Report No. ME-87-06 (1987)
  2. Stanton JF, "Friction Coefficients for Stainless Steel", PTFE (teflon) Bearings, 2010
  3. Property Modification Factors for Seismic Isolation Bearings, "Constantinou MC", MCEER, ~, pp.Report No. 99-0012 (1999)
  4. AASHTO, "AASHTO LRFD Bridge Design Specifications", ~ (2017)
  5. The Ministry of Land, Infrastructure and Transport, "KDS 24 90 11Design standards for bridges and other facilities (limit state design method)", ~ (2021)
  6. The Ministry of Land, Infrastructure and Transport, "Guidelines for Safety and Maintenance of Facilities (Safety Inspection and Diagnosis)", ~ (2021)
  7. The Board of Audit and Inspection of Korea, "Highway National Highway Bridge Seismic Performance Reinforcement Inspection", ~ (2018)
  8. Klingner RE, "Effect of reinforcing details on the shear resistance of anchor bolts under reversed cyclic loading", ACI Journal Proceedings, 79(1), pp.3~12 (1982)
  9. AASHTO, "AASHTO LRFD Bridge Construction Specification", ~ (1998)

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