Influence of Mixing Water Content and Curing Time on Bond Strength of Clinker Masonry: The Wrench Test Method
Abstract
:1. Introduction
- (i)
- flexural bond strength, which characterizes the out-of-plane flexural strength of the wall, and
- (ii)
- shear bond strength, which determines the adhesion of mortar to the in-plane masonry elements of the wall, which is the shear strength in the direction parallel to the bed joints.
2. Materials
2.1. Clinker Units
2.2. Mortar
- amount of mixing water—4 L, 4.5 L, and 5 L were adopted;
- curing time—five periods were assumed, namely 5 days, 9 days, 14 days, 21 days, and 28 days.
3. Program and Technique
- amount of mixing water—4 L, 4.5 L, and 5 L were adopted;
- curing time—four periods were adopted, namely 9 days, 14 days, 21 days, and 28 days.
4. Modes of Failure
5. Test Results and Discussion
- (i)
- for the WT_xx_4L series—had no significant effect (F = 1.575 < Fcr = 3.239);
- (ii)
- for the WT_xx_4.5L series—had a significant impact (F = 10.613 > Fcr = 3.160);
- (iii)
- for the WT_xx_5L series—had a significant impact (F = 3.452 > Fcr = 3.127).
6. Summary and Conclusions
- The presented experimental studies showed a significant, negative impact of both the increase in the amount of mixing water in relation to the recommended value and the curing time on the values of bonding strength obtained when using hollow clinker units and the mortar recommended for them.
- In the analyzed case, the maximum values of bonding strength were found after 9 days of curing, which decreased over time. The largest decreases (30–40%) were recorded after 14 days. After 21 days, these values continued to decrease, but they did so more slowly.
- The tested elements after 28 days were characterized by a 50% decrease in bond strength for the recommended average amount of water, i.e., 4 L per 25 kg of the mix and 18% more mixing water, as well as an almost 60% decrease when the amount of water increased by 6%.
- The ratio of bond strength to flexural strength of the mortar was similar for all amounts of mixing water for each curing time. It was the highest for the values obtained after 9 days (of the order of 0.7) and decreased in subsequent periods. The final value after 28 days was also very similar and oscillated around 0.2.
- The conducted ANOVA showed that there was no statistically significant effect of the curing time on the tested bond strength, only for the series in which 4 L of mixing water was used. However, in the case of the influence of the amount of mixing water on the values of bonding strength for individual hardening times, there were no grounds to reject the null hypothesis that this factor had no significant effect on the analyzed feature.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
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Mixing Water (L/25 kg bag) | Strength (MPa) | Curing Time (Days) | |||
---|---|---|---|---|---|
9 | 14 | 21 | 28 | ||
4.0 | flexural | 1.68 | 2.92 | 2.94 | 2.91 |
compressive (CoV) | 9.22 (10.2%) | 10.01 (3.1%) | 10.84 (7.1%) | 10.43 (7.0%) | |
4.5 | flexural | 1.67 | 1.50 | 2.56 | 2.39 |
compressive (CoV) | 8.15 (6.5%) | 9.06 (4.9%) | 10.11 (6.9%) | 9.20 (3.8%) | |
5.0 | flexural | 1.51 | 1.76 | 2.25 | 2.15 |
compressive (CoV) | 6.95 (6.3%) | 9.08 (6.5%) | 9.07 (5.4%) | 8.39 (6.9%) |
Series | Curing Time (Days) | Number of Samples | Mixing Water Amount per 25 kg of Dry Mixture | ||
---|---|---|---|---|---|
4 L | 4.5 L | 5 L | |||
WT-09_4L | 9 | 6 | X | ||
WT-14_4L | 14 | 6 | X | ||
WT-21_4L | 21 | 6 | X | ||
WT-28_4L | 28 | 6 | X | ||
WT-09_4.5L | 9 | 6 | X | ||
WT-14_4.5L | 14 | 6 | X | ||
WT-21_4.5L | 21 | 6 | X | ||
WT-28_4.5L | 28 | 6 | X | ||
WT-09_5L | 9 | 6 | X | ||
WT-14_5L | 14 | 6 | X | ||
WT-21_5L | 21 | 6 | X | ||
WT-28_5L | 28 | 6 | X |
Curing Time (Days) | ||||
---|---|---|---|---|
9 Days | 14 Days | 21 Days | 28 Days | |
Series WT_xx_4L | ||||
WT-09-4_4L (A4) | WT-14-2_4L (A4) | WT-21-3_4L (A2) | WT-28-1_4L (A2) | |
WT-09-6_4L (A2) | WT-14-6_4L (A1) | WT-21-6_4L (A1) | WT-28-3_4L (A1) | |
Series WT_xx_4.5L | ||||
WT-09-2_4.5L (A4) | WT-14-6_4.5L (A4) | WT-21-2_4.5L (A2) | WT-28-3_4.5L (A4) | |
WT-09-6_4.5L (A4) | WT-14-4_4.5L (A1) | WT-21-4_4.5L (A4) | WT-28-6_4.5L (A2) | |
Series WT_xx_5L | ||||
WT-09-1_5L (A4) | WT-14-4_5L (A4) | WT-21-3_5L (A4) | WT-28-3_5L (A4) | |
WT-09-4_5L (A4) | WT-14-5_5L (A4) | WT-21-6_5L (A4) | WT-28-4_5L (A4) |
Specimen | fwi [MPa] | fw,av (±sd) [MPa] | sd [MPa] | CoV [%] |
---|---|---|---|---|
WT-09-1_4L | 0.709 | 1.299 (±0.782) | 0.782 | 60% |
WT-09-2_4L | 0.993 | |||
WT-09-3_4L | *) | |||
WT-09-4_4L | 2.300 | |||
WT-09-5_4L | 1.951 | |||
WT-09-6_4L | 0.541 | |||
WT-14-1_4L | 0.411 | 1.099 (±0.613) | 0.613 | 56% |
WT-14-2_4L | 1.627 | |||
WT-14-3_4L | 1.472 | |||
WT-14-4_4L | *) | |||
WT-14-5_4L | 0.450 | |||
WT-14-6_4L | 1.537 | |||
WT-21-1_4L | 0.450 | 0.797 (±0.335) | 0.335 | 42% |
WT-21-2_4L | 1.136 | |||
WT-21-3_4L | 1.097 | |||
WT-21-4_4L | *) | |||
WT-21-5_4L | 0.851 | |||
WT-21-6_4L | 0.450 | |||
WT-28-1_4L | 0.670 | 0.644 (±0.067) | 0.067 | 10% |
WT-28-2_4L | 0.644 | |||
WT-28-3_4L | 0.735 | |||
WT-28-4_4L | *) | |||
WT-28-5_4L | 0.553 | |||
WT-28-6_4L | 0.618 |
Specimen | fwi [MPa] | fw,av (±sd) [MPa] | sd [MPa] | CoV [%] |
---|---|---|---|---|
WT-09-1_4.5L | 0.903 | 1.275 | - | - |
WT-09-2_4.5L | 1.213 | |||
WT-09-3_4.5L | 1.588 | |||
WT-09-4_4.5L | *) | |||
WT-09-5_4.5L | *) | |||
WT-09-6_4.5L | 1.394 | |||
WT-14-1_4.5L | 0.838 | 0.776 (±0.258) | 0.258 | 33% |
WT-14-2_4.5L | 1.187 | |||
WT-14-3_4.5L | 0.618 | |||
WT-14-4_4.5L | 0.515 | |||
WT-14-5_4.5L | 0.566 | |||
WT-14-6_4.5L | 0.929 | |||
WT-21-1_4.5L | 0.541 | 0.653 (±0.195) | 0.195 | 30% |
WT-21-2_4.5L | 0.890 | |||
WT-21-3_4.5L | 0.450 | |||
WT-21-4_4.5L | 0.450 | |||
WT-21-5_4.5L | 0.786 | |||
WT-21-6_4.5L | 0.799 | |||
WT-28-1_4.5L | 0.424 | 0.487 (±0.151) | 0.151 | 31% |
WT-28-2_4.5L | 0.385 | |||
WT-28-3_4.5L | 0.489 | |||
WT-28-4_4.5L | 0.657 | |||
WT-28-5_4.5L | 0.295 | |||
WT-28-6_4.5L | 0.670 |
Specimen | fwi [MPa] | fw,av (±sd) [MPa] | sd [MPa] | CoV [%] |
---|---|---|---|---|
WT-09-1_5L | 0.890 | 0.983 (±0.286) | 0.286 | 29% |
WT-09-2_5L | 1.019 | |||
WT-09-3_5L | 0.683 | |||
WT-09-4_5L | 0.980 | |||
WT-09-5_5L | 0.812 | |||
WT-09-6_5L | 1.511 | |||
WT-14-1_5L | 0.592 | 0.603 (±0.254) | 0.254 | 42% |
WT-14-2_5L | *) | |||
WT-14-3_5L | 0.476 | |||
WT-14-4_5L | 1.006 | |||
WT-14-5_5L | 0.321 | |||
WT-14-6_5L | 0.618 | |||
WT-21-1_5L | 0.450 | 0.523 (±0.222) | 0.222 | 42% |
WT-21-2_5L | 0.295 | |||
WT-21-3_5L | 0.864 | |||
WT-21-4_5L | 0.295 | |||
WT-21-5_5L | 0.657 | |||
WT-21-6_5L | 0.579 | |||
WT-28-1_5L | 0.592 | 0.489 (±0.195) | 0.195 | 40% |
WT-28-2_5L | 0.541 | |||
WT-28-3_5L | 0.657 | |||
WT-28-4_5L | 0.243 | |||
WT-28-5_5L | 0.243 | |||
WT-28-6_5L | 0.657 |
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Kubica, J.; Galman, I. Influence of Mixing Water Content and Curing Time on Bond Strength of Clinker Masonry: The Wrench Test Method. Materials 2023, 16, 2171. https://doi.org/10.3390/ma16062171
Kubica J, Galman I. Influence of Mixing Water Content and Curing Time on Bond Strength of Clinker Masonry: The Wrench Test Method. Materials. 2023; 16(6):2171. https://doi.org/10.3390/ma16062171
Chicago/Turabian StyleKubica, Jan, and Iwona Galman. 2023. "Influence of Mixing Water Content and Curing Time on Bond Strength of Clinker Masonry: The Wrench Test Method" Materials 16, no. 6: 2171. https://doi.org/10.3390/ma16062171
APA StyleKubica, J., & Galman, I. (2023). Influence of Mixing Water Content and Curing Time on Bond Strength of Clinker Masonry: The Wrench Test Method. Materials, 16(6), 2171. https://doi.org/10.3390/ma16062171