|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
標(biāo)題 |
鐵路32m預(yù)應(yīng)力混凝土簡支梁靜載彎曲抗裂試驗(yàn)(50 卷) |
英文標(biāo)題 |
Static loading test on flexural capacity and crack resistance of railway 32m-span prestressed concrete simply-supported girder |
摘要 |
對武廣客運(yùn)專線廣州動(dòng)車段工程使用的32 m預(yù)應(yīng)力混凝土簡支梁,分早期和后期各隨機(jī)抽取一片簡支梁進(jìn)行靜載彎曲抗裂試驗(yàn),以檢驗(yàn)這批簡支梁的質(zhì)量及使用性能。試驗(yàn)表明:兩片試驗(yàn)梁的撓跨比均小于設(shè)計(jì)值,跨中下緣實(shí)測應(yīng)變與荷載基本保持線性關(guān)系,梁體拉應(yīng)力最大區(qū)域仍處于彈 |
作者 |
新聞作者:荊龍江,王志堅(jiān),馬 林,李 葳 |
關(guān)鍵字 |