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Fig. 1. (a) Porous EMAA and CNTs, (b) local sandwich structure of CEC and ECE interleaves, (c) uniaxial tensile specimen, (d) short beam shear test and specimen, (e) three-point bending specimen.
图 1。(a) 多孔 EMAA 和 CNT,(b) CEC 和 ECE 交织的局部夹层结构,(c) 单轴 拉伸试样,(d) 短梁剪切试验和试样,(e) 三点弯曲试样。
Fig. 2. Tensile testing results of CEC and ECE before and after healing, (a-b) the original stress–strain-ΔR/R0% curves of CEC and ECE, (c) tensile strength, (d) tensile modulus, (e-f) the healed stress–strain-ΔR/R0% curves of CEC and ECE, (g-j) schematic of resistance variation during loading and self-healing.
图 2。愈合前后 CEC 和 ECE 的拉伸测试结果,(a-b)CEC 和 ECE 的原始应力-应变-ΔR/R0% 曲线、(c) 拉伸强度, (d) 拉伸模量、(e-f) CEC 和 ECE 的愈合应力-应变-ΔR/R0% 曲线,(g-j) 加载和自愈合过程中的电阻变化示意图。
Fig. 3. (a) Optical images before and after healing of CEC specimen and infrared temperature field under healing, (b) schematic diagram of self-healing process, (c) SEM images of the fractured cross-sections of CEC, (d-e) zoomed views of (c).
图 3。(a) CEC 试样愈合前后的光学图像和愈合时的红外温度场;(b) 自愈合过程示意图;(c) CEC 断裂截面的扫描电镜图像;(d-e) (c) 的放大图。
Fig. 4. The load-δ, ΔR/R0%-δ and d(ΔR/R0%)/dδ-δ curves from SBS specimens before and after healing, (a-c) CEC interleaved CFRP, (d-f) ECE interleaved CFRP, (g) base CFRP, (h) through-the-thickness resistance under repeated damaging and self-healing process, (i) the obtained ILSS.
图 4。负载-δ、ΔR/R0%-δ 和 d(ΔR/R0%)/dδ-δ SBS 试样愈合前后的曲线、(a-c) CEC 交错 CFRP, (d-f) ECE 交错 CFRP、(g) 基体 CFRP;(h) 在反复破坏和自修复过程中的穿透厚度阻力;(i) 获得的ILSS 。
Fig. 5. The 3D X-ray computed microtomography (μCT) reconstructions and optical side-views of initial state (a), the first damaged (b-c), the first healed (d-e), the second damaged (f) and the second healed (g) CEC interleaved CFRP.
图 5。初始状态(a)、第一次损坏(b-c)、第一次愈合(d-e)、第二次损坏(f)和第二次愈合(g)CEC交错CFRP的三维 X 射线计算机显微层析(μCT)重建和光学侧视图。
Fig. 6. (a) Flexural load–displacement curves of the CFRPs, (b) flexural strengths and moduli of the CFRPs, SEM images of the fractured side-sections of the flexural specimens with various magnifications, (c1-c2) the base CFRP, (d1-d2) the CEC interleaved CFRP, (e1-e2) the ECE interleaved CFRP.
图 6。(a) CFRP 的挠曲载荷-位移曲线,(b) CFRP 的挠曲强度和模量,不同放大倍数的挠曲试样断裂侧截面的扫描电镜图像、(c1-c2) 基准 CFRP,(d1-d2) CEC 交错 CFRP、(e1-e2) ECE 交错式 CFRP。
Supplementary data 1.
Supplementary data 1.
By applying heat and pressure for a time after damage, delamination damages can be recovered with mechanical properties of the laminates restored [12,25–32]. Ouyang et al. utilised poly(ethylene-co-methacrylic acid) (EMAA) thermoplastic interleaves to toughen and repair CF/epoxy laminates in a variety of modes [25–27]. The EMAA films contain an array of 0.8 mm diameter holes with a 22.7 % porosity, which result in stiff epoxy columns after thermoset resin curing, to enhance interlaminar stiffness and provide shear resistance.