Based on the flexurd tests on prestressed concrete pipe pile-pile cap cennections , the cracks , failure forms and performance characteristics are described the rigid property and ductility are analyzed.

 
  • 基于預應力混凝土管與樁帽連接節點(diǎn)的受彎試驗,描述了連接節點(diǎn)試件的裂縫特征、破壞形態(tài)及其受力特點(diǎn),對連接節點(diǎn)區的嵌固性能及延性性質(zhì)進(jìn)行了分析和探討。
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