Experimental study of strand splice connections in UHPC for continuous precast prestressed concrete bridges

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• 作者：L.F. Maya^a ; ¹ ; ^{femayadu@gmail.com} ; B. Graybeal^b
• 关键词：Splice ; Strand ; Connection ; Continuity ; Girder ; UHPC
• 刊名：Engineering Structures
• 出版年：2017
• 出版时间：15 February 2017
• 年：2017
• 卷：133
• 期：Complete
• 页码：81-90
• 全文大小：2305 K
• 卷排序：133

文摘

Experimental assessment of connections using lap spliced strands embedded in UHPC. Large flexural capacity can be achieved with relatively short lap splice lengths. Large groups of strands can be successfully spliced using UHPC. Implementation of the splice strand connection concept for girder spliced bridges.