개량형 격자지보재의 성능 평가 (Evaluation of the performance for the reformed lattice girders)
| Author(s): |
Hak-Joon Kim
Gyu-Jin Bae Dong-Gyu Kim |
|---|---|
| Medium: | journal article |
| Language(s): | Korean |
| Published in: | Journal of Korean Tunnelling and Underground Space Association (한국터널지하공간학회 논문집), 2013, n. 3, v. 15 |
| Page(s): | 201-214 |
| DOI: | 10.9711/ktaj.2013.15.3.201 |
| Abstract: | Lattice girders are widely used as a substitute for H-steel ribs at domestic tunnels. However, lattice girders have a weak point in terms of the support capacity compare to H-steel ribs because of the lower stiffness and the weakness of the welded parts. To improve the weakness of the lattice girder, reformed lattice girders are developed in Korea by adding one more spider and having flat welded surface. Laboratory tests and field measurements were performed for the original and the reformed lattice girders to evaluate the performance of the reformed lattice girders. According to the laboratory compression test, reformed lattice girders have 16% higher load bearing capacity than that of original lattice girders. Reformed lattice girders are more stable than original lattice girders because reformed lattice girders tend to bend less according to the field measurements. |
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10394757 - Published on:
04/01/2020 - Last updated on:
24/01/2020
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