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- W2372200570 abstract "Based on the anchorage length demands of pre-embedded and post-embedded bars in the current concrete structure design code and strengthening concrete structure code,anchorage principles,failure pattern and the influence factors of pre-embedded and post-embedded bars are analyzed.the anchorage length of pre-embedded and post-embedded bars is calculated and compared.Results show that the anchorage length of post-embedded bars is overall below that of pre-embedded bars,and he anchorage length of post-embedded bars is 60%~80% of that of pre-embedded bars.The anchorage length demand of the ordinary component in the current code for strengthening concrete structure is appropriate,but the anchorage length of the overhung component and the non-overhung important component may be small.The anchorage length of the overhung component and the non-overhung important component in the current code for strengthening concrete structure should be appropriately increased." @default.
- W2372200570 created "2016-06-24" @default.
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- W2372200570 date "2011-01-01" @default.
- W2372200570 modified "2023-09-25" @default.
- W2372200570 title "Contrastive analysis on anchorage length of pre-embedded and post-embedded bar" @default.
- W2372200570 hasPublicationYear "2011" @default.
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