Based on 19 flexurai tests and study results of prestressed concrete pipe pile-pile cap connections, failure patterns and mechanism of the test specimens are described, the main factors affecting flexural capacity of the connection are analyzed.
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- 本文通過(guò)對十九個(gè)預應力混凝土管柱與樁帽連接節點(diǎn)的受彎試驗研究；描述了連接節點(diǎn)的破壞形態(tài)和破壞機理；分析了連接節點(diǎn)受彎承載力的主要影響因素.
