Research Article
Experimental Study on Axial Compression of an Insulating Layer through a Composite Shear Wall
Table 3
Characteristic point data of comparison specimen.
| Specimen name | Cracking load and corresponding strain value | The failure load and maximum strain value | Cracking load (kN) | Wire strain (με) | Concrete strain (με) | Failure load (kN) | Wire strain (με) | Concrete strain (με) |
| W1 | 1600 | −829 | −524 | 2350 | −1900 | −1303 | W2 | 1800 | −723 | −500 | 2418 | −2482 | −1582 | W3 | 1900 | −672 | −413 | 2530 | −2134 | −1400 | W4 | 1400 | −532 | −400 | 2945 | −2430 | −1409 | W5 | 1500 | −590 | −328 | 2680 | −2856 | −1300 |
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