Experimental study on flexural behavior of UHPC wet joint in prefabricated multi-girder bridge
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference26 articles.
1. Seismic performance of a two-span steel girder bridge with ABC connections;Shoushtari;Eng Struct,2021
2. Mechanical characterization and material variability effects of emerging non-proprietary UHPC mixes for accelerated bridge construction field joints;Abokifa;Constr Build Mater,2021
3. Resilient connection for accelerated bridge constructions;Kagioglou;Struct,2021
4. Flexural behaviour of improved joint details connecting pre-cast bridge decks;Han;Eng Struct,2021
5. Full-scale fatigue simulation of the deterioration mechanism of reinforced concrete road bridge slabs under dry and wet conditions;Fang;Eng Struct,2021
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1. Ultra-high performance concrete beam-to-beam connections in continuous bridges: Experimental full-scale tests, FE analyses and design;Engineering Structures;2024-10
2. Experimental and numerical investigation on deck system of a 102 m simply supported prestressed UHPC box-girder highway bridge;Engineering Structures;2024-10
3. Flexural performance of UHPC-filled narrow joints between precast concrete bridge slabs;Case Studies in Construction Materials;2024-07
4. Experimental and numerical investigations on the mechanical properties of precast segmental barriers with UHPC connections;Case Studies in Construction Materials;2024-07
5. Flexural behavior of wet joints connecting step-shaped composite slab and steel beam under negative moment;Advances in Structural Engineering;2024-06-14
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