Coarse Aggregate UHPC

Aggregate-fiber synergy

Optimizing coarse aggregate and steel fiber distribution to achieve uniform mechanical properties along the casting direction, mitigating strength gradients.

Lianlian, Xie · Bihua, Zhou · Yao, Yiming · Xu, Qizhi · Zhong, Rui · Hongyu, Zhou · Wang, Jingquan

Cement and Concrete Composites 2026

Specifications

Maximum compressive strength difference
{'zh': '52.53', 'en': '52.53'} MPa
Maximum flexural strength difference
{'zh': '16.77', 'en': '16.77'} MPa
Coarse aggregate content
{'zh': '17', 'en': '17'} %
Steel fiber content
{'zh': '2.5', 'en': '2.5'} %
Excessive coarse aggregate content
{'zh': '30', 'en': '30'} %

Advantages

Quantifiable distribution

A hybrid ResNet50+U-Net deep learning model and morphology-based image processing can automatically segment coarse aggregate and quantify steel fiber distribution, providing reliable data for mix optimization.

Optimal mix identified

The mix with 17% coarse aggregate and 2.5% steel fiber shows relatively uniform internal distribution and favorable mechanical performance, achieving synergy between aggregate skeleton and fiber bridging.

Gradient causes revealed

The study explicitly identifies the downward migration of both coarse aggregate and steel fiber as the cause of mechanical property gradients, guiding process control.

Avoid brittle failure

Insufficient fiber dosage leads to brittle failure, while an appropriate dosage (e.g., 2.5%) ensures ductile behavior.

Applications