Experimental Study on Lap-Spliced Performance of High-Strength Stainless Steel Wire Mesh in Engineering Cementitious Composites.

Xuyan Zou, Xiyuan Zhang, Ziyuan Li, Juntao Zhu

Abstract read

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Article in Materials (Basel, Switzerland), 2023. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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5 · Who and what money

Authors and funding

4 authors.

Xuyan ZouSchool of Civil Engineering, Zhengzhou University of Technology, Zhengzhou 450044, China.

Xiyuan ZhangSchool of Water Conservancy and Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.

Ziyuan LiSchool of Water Conservancy and Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.

Juntao ZhuSchool of Water Conservancy and Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.ORCID 0000-0002-7029-5954

Funding

Housing and urban and rural Construction Science and Technology Program of Henan Province HNJS-2022-K17Ministry of housing and urban rural development science and technology program 2019-K-059National Natural Science Foundations of China 51708511

6 · The paper itself

Abstract

To investigate the mechanical properties of high-strength stainless steel wire mesh (HSSSWM) in Engineering Cementitious Composites (ECCs) and determine a reasonable lap length, a total of 39 specimens in 13 sets were designed and fabricated by considering the diameter of the steel strand, spacing of the transverse steel strand, and lap length. The lap-spliced performance of the specimens was tested through a pull-out test. The results revealed two failure modes in the lap connection of steel wire mesh in ECCs: pull-out failure and rupture failure. The spacing of the transverse steel strand had little effect on the ultimate pull-out force, but it restricted the slip of the longitudinal steel strand. A positive correlation was found between the spacing of the transverse steel strand and the slip amount of the longitudinal steel strand. With an increase in lap length, the slip amount and 'lap stiffness' to peak load increased, while the ultimate bond strength decreased. Based on the experimental analysis, a calculation formula for lap strength considering the correction coefficient

Indexed as

Engineering Cementitious Composites (ECCs)high-strength stainless steel wire mesh (HSSSWM)lap-spliced performancelap strengthpull-out test

Identifiers

PMID37297091

DOI10.3390/ma16113959

PMCPMC10254666

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