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首页> 外文会议>SSTA(Shell Structures: Theory and Applications) Conference; 20051012-14; Jurata(PL) >Full-scale laboratory static tests of steel corrugated pipe-arch culvert
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Full-scale laboratory static tests of steel corrugated pipe-arch culvert

机译：钢波纹管拱涵的全尺寸实验室静态测试

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摘要

This paper describes full-scale static test of an instrumented corrugated steel culvert with span 2.99 m and height 2.40 m. The present test was curried out in Bridge and Road Research Institute Wroclaw Branch - Poland in 1998 for Norwegian culvert's producer. The standardized and over-standardized railway loads configuration UIC 71 for Europe and Polish Standard PN-85/S-10030 was applied at various soil cover (from 1,0 m to 0,3 m). Several full-scale tests have been performed in the field to validate the long-term performance and great load bearing capacity of these structures, but not very many structures have been tested in controlled conditions in a test facility like the test in Poland. Only results obtained at 0,8 m soil cover for standardized and over-standardized railway loads were presented for the sake of edit limitations.
机译：本文描述了跨度为2.99 m，高度为2.40 m的仪器波纹钢涵的全尺寸静态测试。目前的测试是1998年在波兰桥梁与道路研究所弗罗茨瓦夫分校为挪威涵洞的生产商进行的。欧洲的标准化和超标准化铁路荷载配置UIC 71和波兰标准PN-85 / S-10030应用于各种土壤覆盖层（从1,0 m到0.3 m）。为了验证这些结构的长期性能和强大的承载能力，该领域已进行了几项全面测试，但是在受控条件下，在波兰这样的测试机构中，并没有对很多结构进行过测试。为了进行编辑限制，仅介绍了在0.8 m土层上获得的标准化和超标准化铁路荷载的结果。

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