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- W2391694512 abstract "In order to research the temperature distribution of reinforced concrete T-beams after the effect of standard fire curve two fire tests were implemented,and the heating time was 60 minutes and 75 minutes.The 3-D/2-D thermal conduction differential equation is introduced.The mixed method of finite element and finite difference is used to calculate the temperature distribution of T cross-section,which Considers of the material properties and water properties,can fit the test result better.The results show that the temperature distribution of flange plate is similar to one side fire-damaged slab,and the temperature distribution of web was similar to three side fire-damaged rectangular beams;for the web,the highest temperature was at the corner and the largest temperature gradient was under the flange plate." @default.
- W2391694512 created "2016-06-24" @default.
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- W2391694512 date "2010-01-01" @default.
- W2391694512 modified "2023-09-24" @default.
- W2391694512 title "Accurate calculating method for temperature distribution of fire-damaged reinforced concrete T-beams" @default.
- W2391694512 hasPublicationYear "2010" @default.
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