Enhancing interface shear performance and bending resistance of UHPC permanent formwork for composite short beams by different interface treatment

Author:

Geng Jian,Cheng Wenqiang,Liu Genjin

Funder

Natural Science Foundation of Zhejiang Province

Publisher

Elsevier BV

Reference34 articles.

1. Durable bridge columns using stay-in-place uhpc shells for accelerated bridge construction;Caluk;Infrastructure,2019

2. Experimental and analytical models of flexural behavior of u-shaped reactive powder concrete permanent beam formworks;Wang;Construct. Build. Mater.,2021

3. Experimental and theoretical investigations on the flexural behavior of rc slabs with steel-pva hybrid fiber reinforced cementitious composite (hfrcc) permanent formwork;Wang;Case Stud. Constr. Mater.,2022

4. A review on ultra high performance concrete: part i. Raw materials and mixture design;Shi;Construct. Build. Mater.,2015

5. New development of ultra-high-performance concrete (uhpc);Du;Compos. B Eng.,2021

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