By adding polypropylene fiber, fracture toughness of C120 ultra-high-performance concrete in Kingkey Financial Center project has been enhanced. The tests conducted by the Building Material Lab of the Civil and Water Conservancy Institute of Tsinghua University provided satisfactory results of mechanical property and fracture toughness of C120 ultra-high-performance concrete.
In order to understand the mechanical property of C120 ultra-high-performance concrete under static modulus of elasticity and anticracking properties, including fracture toughness, the research group of C120 ultra-high-performance concrete conducted a series of tests in the Building Material Lab of the Civil Water Conservancy Institute of Tsinghua University.
Following raw materials are used in this research: (1) cement (Nanjing Xiaoyetian PII52.5), (2) microballoon (Made in Kunming), (3) ganister sand (from Zhunyi, Guizhou), (4) Fine aggregate (sea sand, desalted, FM2.6~2.8), (5) coarse aggregate (macadam, 5–10, 10–20 mm in diameter), (6) Water reducer (BASF poly carboxylic acid, solid content: 40%, made in Guangdong), (7) water (Shenzhen tap water), and (8) polypropylene fiber (Grace 19 mm long fiber and short fiber provided by Shenzhen Lijian Concrete Company).
Please refer to Figure
Damaged C120 concrete.
Get certain amount of raw materials ready. At first, put gelatinizer and sand into a mixer and run for 1 minute; then add water and additive, mix for 2 minutes; lastly, put in coarse aggregate, mix for 1 minute. For materials that are too sticky, mix 1 more minute after adding coarse aggregate. Find Mix Proportions in Table
Mix proportions.
No. | W/B | C | S | G1 | G2 | Polycarboxylic acid additive | Fibers | |
---|---|---|---|---|---|---|---|---|
1 | 0.17 | 550 | 150 | 750 | 285 | 665 | 2.5% | No fiber |
2 | 0.17 | 550 | 150 | 750 | 285 | 665 | 2.5% | Long fiber, 1 kg/m3 |
3 | 0.17 | 550 | 150 | 750 | 285 | 665 | 2.5% | Long fiber, 2 kg/m3 |
4 | 0.17 | 550 | 150 | 750 | 285 | 665 | 2.5% | Short fiber, 2 kg/m3 |
Below specimens are used in the research: 100 mm × 100 mm × 400 mm prisms (3), 100 mm × 100 mm × 300 mm prisms (6), 100 mm × 100 mm × 100 mm cubes (3).
Upon being demoulded, specimens were transferred to the caring unit and soaked into calcarea hydrica solution (lime water) for 28 days. Finished specimens were immediately sent to the Building Material Lab of the Civil Water Conservancy Institute of Tsinghua University.
Results of cube compression test, prismoid compression test, and static modulus of elasticity test have been listed in Figures
Compressive strength test results of cube specimens.
No. | Age | Size | Individual value | Compression strength |
---|---|---|---|---|
1: Initial | 28 days | 100 × 100 × 100 mm | 127.0 MPa | 124.0 MPa |
121.0 MPa | ||||
124.0 MPa | ||||
2: 1 kg long fiber | 28 days | 100 × 100×100 mm | 129.0 MPa | 124.7 MPa |
126.0 MPa | ||||
119.0 MPa | ||||
3: 2 kg long fiber | 28 days | 100 × 100 × 100 mm | 140.0 MPa | 135.3 MPa |
123.0 MPa | ||||
141.0 MPa | ||||
4: 2 kg short fiber | 28 days | 100 × 100 × 100 mm | 120.0 MPa | 118.0 MPa |
115.0 MPa |
Results of compressive strength and static modulus of elasticity of prism specimens.
No. | Age | Size | Compression strength | Static modulus of elasticity | ||
Individual | Average | Individual | Average | |||
1: Initial | 28 | 100 × 100 × 300 | 115.2 MPa | 138.0 MPa | 5.20 × 104 MPa | 5.20 × 104 MPa |
138.0 MPa | 5.18 × 104 MPa | |||||
138.8 MPa | 5.22 × 104 MPa | |||||
2: 1 kg long fiber | 28 | 100 × 100 × 300 | 127.2 MPa | 128.7 MPa | 5.10 × 104 MPa | 5.23 × 104 MPa |
126.8 MPa | 5.21 × 104 MPa | |||||
132.0 MPa | 5.37 × 104 MPa | |||||
3: 2 kg long fiber | 28 | 100 × 100 × 300 | 137.2 MPa | 136.6 MPa | 5.22 × 104 MPa | 5.30 × 104 MPa |
139.0 MPa | 5.22 × 104 MPa | |||||
133.6 MPa | 5.45 × 104 MPa | |||||
4: 2 kg short fiber | 28 | 100 × 100 × 300 | 104.8 MPa | 116.7 MPa | 5.18 × 104 MPa | 5.25 × 104 MPa |
116.4 MPa | 5.23 × 104 MPa | |||||
128.8 MPa | 5.33 × 104 MPa |
C120 high-performance concrete fracture parameter test.
Toni2071 Pressure Flexure Compression Testing Machine was made in Germany, Maximum Capacity 200 KN, for flexure and crack opening displacement tests under constant rate of loading or rate of displacement.
See Figures
Crack opening displacement test.
Through tests, we got the P-CMOD (loading—crack opening displacement) curve charts for basic concrete, concrete with 1 kg long fiber, concrete with 2 kg long fiber, and concrete with 2 kg short fiber, on which we came up with the O-W (softening relation) curve charts (Table
Concrete fracture parameter test results.
Type | No. | |||||||||
---|---|---|---|---|---|---|---|---|---|---|
Basic | 1 | 51.9 | 5000 | 14000 | 127.0 | 6.82 | 6.86 | 9.07 | 213.8 | 23.5 |
2 | 4600 | 14500 | 121.0 | 6.27 | — | 9.39 | — | — | ||
3 | 4700 | 13800 | 124.0 | 6.41 | — | 9.59 | — | — | ||
Avg. | 4767 | 14100 | 124.0 | 6.50 | 6.86 | 9.35 | 213.8 | 23.5 | ||
1 kg long fiber | 1 | 52.2 | 4800 | 13800 | 129.0 | 6.55 | 6.67 | 8.94 | 291.8 | 33.8 |
2 | 5000 | 15500 | 126.0 | 6.82 | 7.08 | 10.04 | 302.9 | 27.9 | ||
3 | 5000 | 15300 | 119.2 | 6.82 | — | 9.91 | — | — | ||
Avg. | 4933 | 14867 | 124.7 | 6.73 | 6.88 | 9.63 | 297.35 | 30.9 | ||
2 kg long fiber | 1 | 52.2 | 4800 | 12000 | 140.8 | 6.55 | 6.56 | 7.78 | 322.8 | 39.2 |
2 | 5000 | 15000 | 123.6 | 6.82 | — | 9.73 | — | — | ||
3 | 5200 | 14000 | 141.4 | 7.09 | 7.22 | 9.08 | 322.1 | 33.4 | ||
Avg. | 5000 | 13667 | 135.3 | 6.82 | 6.89 | 8.86 | 322.5 | 36.3 | ||
2 Kg short fiber | 1 | 52.0 | 5100 | 14000 | 120.0 | 6.95 | 6.97 | 9.07 | 300.3 | 30.0 |
2 | 5000 | 14000 | 115.0 | 6.82 | 6.84 | 9.07 | 321.8 | 30.7 | ||
3 | 5200 | 14000 | — | 7.09 | — | 9.07 | — | — | ||
Avg. | 5100 | 14000 | 118.0 | 6.95 | 6.91 | 9.07 | 311.1 | 30.4 |
(
From Figures
4 types of concrete were almost the same, except fiber content, which only presented difference after cracking. Therefore, the cracking load for all 4 types of concrete was similar.
As fiber content increased, concrete’s tensile strength almost remained the same.
As fiber content increased, concrete’s cracking energy mounted too. When the fiber content remained the same, fiber type played a role in cracking difference. Test results suggested that cracking energy rose in order of basic concrete < concrete with 1 kg long fiber < concrete with 2 kg long fiber < concrete with 2 kg short fiber.
Characteristic length of brittleness “
P-CMOD for basic concrete.
P-CMOD for concrete with 1 kg long fiber.
P-CMOD for concrete with 2 kg long fiber.
P-CMOD for concrete with 2 kg short fiber.
Cracking strength comparison.
Tensile strength comparison.
Cracking energy comparison.
Characteristic length comparison.
C120 ultra-high-performance concrete’s fracture toughness can be enhanced by adding fiber, and as fiber content increases, cracking energy mounts too. When fiber content stays the same, fiber type makes difference too.
Characteristic length of brittleness notates the brittleness of concrete. The smaller the number is, the more brittle the concrete is. As fiber content increases, concrete’s toughness enhances too.