{"_buckets": {"deposit": "74d8d46d-17a4-4e9d-844f-7d530a046e4b"}, "_deposit": {"id": "16799", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "16799"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00016799"}, "item_10_alternative_title_19": {"attribute_name": "\u305d\u306e\u4ed6\u306e\u8a00\u8a9e\u306e\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_alternative_title": "SIMPLIFIED EVALUATION OF COMPRESSIVE STRENGTH OF CORRODED STEEL PLATES"}]}, "item_10_biblio_info_6": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2007-01-19", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "1", "bibliographicPageEnd": "55", "bibliographicPageStart": "43", "bibliographicVolumeNumber": "63", "bibliographic_titles": [{"bibliographic_title": "\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6A"}]}]}, "item_10_description_4": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "\u6b63\u5f26\u6ce2\u3067\u5358\u7d14\u30e2\u30c7\u30eb\u5316\u3057\u305f\u4eee\u60f3\u7684\u8150\u98df\u5f62\u72b6\u304a\u3088\u3073\u5b9f\u8150\u98df\u5f62\u72b6\u3092\u6709\u3059\u308b\u5468\u8fba\u5358\u7d14\u652f\u6301\u306e\u92fc\u677f\u306b\u5bfe\u3059\u308b\u6570\u5024\u30b7\u30df\u30e5\u30ec\u30fc\u30b7\u30e7\u30f3\u306b\u3088\u308a\uff0c\u69d8\u3005\u306a\u8150\u98df\u5f62\u72b6\u304c\u6b8b\u5b58\u5727\u7e2e\u6027\u80fd\u306b\u4e0e\u3048\u308b\u5f71\u97ff\u306b\u3064\u3044\u3066\u691c\u8a0e\u3057\u305f\uff0e\u305d\u306e\u7d50\u679c\uff0c\u8150\u98df\u92fc\u677f\u306e\u5727\u7e2e\u5f37\u5ea6\u306f\u65ad\u9762\u7a4d\u306e\u6e1b\u5c11\u306b\u3088\u308a\u8457\u3057\u304f\u4f4e\u4e0b\u3059\u308b\u3053\u3068\uff0c\u5fdc\u529b\u4f1d\u9054\u8ef8\u65b9\u5411\u306e\u307f\u306a\u3089\u305a\u305d\u306e\u76f4\u4ea4\u65b9\u5411\u306e\u677f\u539a\u5206\u5e03\u3082\u8010\u8377\u529b\u306b\u5927\u304d\u304f\u5f71\u97ff\u3059\u308b\u3053\u3068\u304c\u660e\u3089\u304b\u3068\u306a\u3063\u305f\uff0e\u6570\u5024\u30b7\u30df\u30e5\u30ec\u30fc\u30b7\u30e7\u30f3\u7d50\u679c\u306b\u57fa\u3065\u304d\uff0c\u5fdc\u529b\u4f1d\u9054\u8ef8\u65b9\u5411\uff0c\u304a\u3088\u3073\u305d\u306e\u76f4\u4ea4\u65b9\u5411\u306e\u677f\u539a\u5206\u5e03\u3092\u8003\u616e\u3057\u3066\uff0c\u4efb\u610f\u306e\u8150\u98df\u6027\u72b6\u3092\u6709\u3059\u308b\u92fc\u677f\u306e\u5b9f\u7528\u7684\u306a\u5727\u7e2e\u5f37\u5ea6\u63a8\u5b9a\u6cd5\u3092\u63d0\u6848\u3057\u305f\uff0e\u4e00\u65b9\uff0c\u8150\u98df\u306b\u4f34\u3046\u6e1b\u539a\u306b\u3088\u308b\u677f\u539a\u4e2d\u5fc3\u306e\u504f\u5fc3\u306e\u5f71\u97ff\u306b\u3064\u3044\u3066\u691c\u8a0e\u3092\u884c\u3063\u305f\u304c\uff0c\u4eca\u56de\u7528\u3044\u305f\u677f\u539a\u5206\u5e03\u306b\u304a\u3044\u3066\u306f\u6700\u5927\u306710\uff05\u7a0b\u5ea6\u306e\u8010\u8377\u529b\u5909\u52d5\u3067\u3042\u308a\uff0c\u7a2e\u3005\u306e\u8010\u8377\u529b\u8a55\u4fa1\u5f0f\u306b\u3088\u308b\u63a8\u5b9a\u5024\u306e\u3070\u3089\u3064\u304d\u306e\u7bc4\u56f2\u3067\u3042\u308a\uff0c\u5927\u304d\u304f\u5f71\u97ff\u3057\u306a\u3044\u3053\u3068\u304c\u308f\u304b\u3063\u305f. The necessity of assessing the durability of structures such as bridges and offshore structures has arisen recently. It is obvious that the maintenance of infrastructures has become a key issue to assure the desired performance in operational condition and to prolong the life of structures. As for the life cycle performance of the steel elements in the marine atmosphere, in particular, the damage due to corrosion is important rather than that by fatigue. Investigated herein is the effect of the surface profile of corroded steel plates on the compressive strength by the elasto-plactic finite displacement analysis, by using the ficticious surface profile as well as the surface profile measured for the corroded steel pipes subjected to the corrosion exposure in the field under severer marine environment for about 20 years. 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