Evidence map›Paper›PMID 37959511›Full record

ArticleMaterials (Basel, Switzerland)2023

Novel Calculation Method for the Shear Capacity of a UHPC Beam with and without Web Reinforcement.

Chuansong Gao, Hui Jiang, Gaozhan Zhang, Liang Chen, Yuqing Hu

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2023. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 2 papers.

0numbers the graph read from it
0cells of the map it votes in
2citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

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Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

2 citing papers in PubMed.

  1. Article
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4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

5 authors.

Chuansong GaoBIM Engineering Center of Anhui Province, Anhui Jianzhu University, Hefei 230601, China.
Hui JiangCollege of Civil Engineering, Xuzhou University of Technology, Xuzhou 221111, China.
Gaozhan ZhangAdvanced Building Materials Key Laboratory of Anhui Province, Anhui Jianzhu University, Hefei 230022, China.
Liang ChenCollege of Civil Engineering, Hefei University of Technology, Hefei 230009, China.
Yuqing HuBIM Engineering Center of Anhui Province, Anhui Jianzhu University, Hefei 230601, China.

Funding

Anhui Provincial Natural Science Foundation 2308085QE185, 2023AH050175National Natural Science Foundation of China No. 52308129, No. U1934205, and U21A20149
6 · The paper itself

Abstract

To accurately predict the shear-bearing capacity of UHPC beams, it is crucial to quantify the shear contribution of the fiber bridging effect and UHPC compression zone. Nevertheless, it should be noted that the shear contribution of UHPC in the compression zone is not fully considered in most existing calculation methods, and the probability distribution of fibers within the matrix is also not taken into full account, which reduces the calculation accuracy of the shear bearing capacity of UHPC beams. In this paper, a UHPC beam shear test database containing 247 samples was created, and the influencing factors on the shear capacity of UHPC beams, such as the shear span ratio, the web reinforcement ratio, and the volume fraction of steel fiber, were analyzed. It was found that the ratio of cracking load to ultimate load ranges from 0.2 to 0.6, and the failure in the compression zone of UHPC beams can be divided into diagonal tension failure and shear compression failure. Based on the failure mechanism of the compression zone, considering the contribution of fiber micro tensile strength, a formula for calculating the shear-bearing capacity of UHPC beams with and without web reinforcement was proposed. Verified by experimental data, the proposed formula accurately predicts the shear-bearing capacity of UHPC beams. In comparison with other shear capacity formulas in current design codes, the proposed formula in this paper provides a higher prediction accuracy.

Indexed as

compression zonecracking modefailure mechanismfiber bridging effectshear capacityUHPC beam

Identifiers

PMID37959511
PMCPMC10650685

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