Innovative bridge deck solutions: Examining the impact response and capacity of UHPC with FRP stay-in-place formworks

Author:

Pournasiri Emad,Pham Thong M.,Hao Hong

Funder

Australian Research Council

Publisher

Elsevier BV

Reference38 articles.

1. Cement composite stay-in-place formwork: a concept for future building systems;Remy;18th Int Conf Compos Mater (ICCM-18) Jeju Isl, Korea,2011

2. Combined flexure and web crippling strength of a low-ductility high strength steel decking: experiment and a finite element model;Akhand;Thin Walled Struct,2004

3. Flexural behavior of corrugated steel-UHPC composite bridge decks;Cheng;Eng Struct,2021

4. FRP stay-in-place structural forms for concrete bridge decks: a state-of-the-art review;Nelson;Acids Struct J,2014

5. Full bridge testing at scale constructed with novel FRP stay-in-place structural forms for concrete deck;Nelson;Constr Build Mater,2014

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