Flexural behavior of wet joints in steel-UHPC composite deck slabs under hogging moment-Reference-Cited by-同舟云学术

Flexural behavior of wet joints in steel-UHPC composite deck slabs under hogging moment

Published:2022-02 Issue: Volume:252 Page:113636
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Xiao Jing-Lin,Guo Li-Xian,Nie Jian-Guo,Li Yong-Ling,Fan Jian-Sheng,Shu Ben-An

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference26 articles.

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4. Graybeal BA. Behavior of ultra-high performance concrete connections between precast bridge deck elements. In Vol. 24 of Proc., 2010 Concrete Bridge Conf.: Achieving Safe, Smart and Sustainable Bridges. Washington, DC: Federal Highway Administration; 2010.

5. A study on the flexural behavior of lap-spliced cast-in-place joints under static loading in ultra-high performance concrete bridge deck slabs;Hwang;Can J Civ Eng,2014

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2. Tensile and flexural performances of prefabricated slabs with wet UHPC connection;Journal of Building Engineering;2024-09

3. Flexural performance of a prefabricated steel–UHPC composite deck under transverse hogging moment;Engineering Structures;2024-04

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