| Literature DB >> 35511896 |
Benedikt Mitter1, Robert Csapo1, Pascal Bauer1, Harald Tschan1.
Abstract
The present study was designed to evaluate the test-retest consistency of repetition maximum tests at standardized relative loads and determine the robustness of strength-endurance profiles across test-retest trials. Twenty-four resistance-trained males and females (age, 27.4 ± 4.0 y; body mass, 77.2 ± 12.6 kg; relative bench press one-repetition maximum [1-RM], 1.19 ± 0.23 kg•kg-1) were assessed for their 1-RM in the free-weight bench press. After 48 to 72 hours, they were tested for the maximum number of achievable repetitions at 90%, 80% and 70% of their 1-RM. A retest was completed for all assessments one week later. Gathered data were used to model the relationship between relative load and repetitions to failure with respect to individual trends using Bayesian multilevel modeling and applying four recently proposed model types. The maximum number of repetitions showed slightly better reliability at lower relative loads (ICC at 70% 1-RM = 0.86, 90% highest density interval: [0.71, 0.93]) compared to higher relative loads (ICC at 90% 1-RM = 0.65 [0.39, 0.83]), whereas the absolute agreement was slightly better at higher loads (SEM at 90% 1-RM = 0.7 repetitions [0.5, 0.9]; SEM at 70% 1-RM = 1.1 repetitions [0.8, 1.4]). The linear regression model and the 2-parameters exponential regression model revealed the most robust parameter estimates across test-retest trials. Results testify to good reproducibility of repetition maximum tests at standardized relative loads obtained over short periods of time. A complementary free-to-use web application was developed to help practitioners calculate strength-endurance profiles and build individual repetition maximum tables based on robust statistical models.Entities:
Mesh:
Year: 2022 PMID: 35511896 PMCID: PMC9070879 DOI: 10.1371/journal.pone.0268074
Source DB: PubMed Journal: PLoS One ISSN: 1932-6203 Impact factor: 3.240
Fig 1Experimental design.
1-RM, one-repetition maximum; RTF, repetitions performed to momentary failure.
Fig 2Variability of strength performance in the bench press.
A, one-repetition maximum (1-RM); B, repetitions performed to momentary failure (RTF) at 90% 1-RM; C, RTF at 80% 1-RM; D, RTF at 70% 1-RM; grey circles, data points (jittered illustration); black circles, group means; solid grey lines, individual performance changes; dashed black lines, systematic performance changes (Δt).
Consistency statistics for strength performance in the bench press.
| 1-RM (kg) | RTF at 90% 1-RM (n) | RTF at 80% 1-RM (n) | RTF at 70% 1-RM (n) | |
|---|---|---|---|---|
|
| ||||
| T1 | 93.5 ± 28.9 | 4.2 ± 1.2 | 7.8 ± 1.7 | 12.2 ± 2.6 |
| T2 | 95.4 ± 29.9 | 4.5 ± 1.1 | 8.5 ± 1.4 | 12.9 ± 2.6 |
| Δt | 1.9 [1.0, 2.7] | 0.2 [-0.1, 0.6] | 0.7 [0.3, 1.0] | 0.7 [0.2, 1.2] |
|
| ||||
| SEM | 1.7 [1.4, 2.3] | 0.7 [0.5, 0.9] | 0.7 [0.6, 1.4] | 1.1 [0.8, 1.4] |
| WSCV (%) | 1.8 [1.4, 2.5] | 15.9 [12.3, 21.3] | 9.2 [7.2, 12.2] | 8.8 [6.9, 11.8] |
| SEP | 2.3 [1.6, 3.3] | 0.9 [0.7, 1.1] | 0.9 [0.7, 1.9] | 1.4 [1.0, 1.9] |
|
| ||||
| ICC | 1.00 [0.99, 1.00] | 0.65 [0.39, 0.83] | 0.82 [0.64, 0.93] | 0.86 [0.71, 0.93] |
Sample data are presented as mean ± standard deviation.
Statistics are presented as Maximum a Posteriori estimate [90% Highest Density Interval].
1-RM, one-repetition maximum; Δt, fixed effect of time; ICC, interclass correlation coefficient; RTF, repetitions performed to momentary failure; SEM, standard error of measurement; SEP, standard error of prediction; T1, baseline test; T2, retest; WSCV, within-subject coefficient of variation.
Summary of posterior predictive distributions of absolute parameter values during test (T1) and retest (T2).
| Model | Parameter | T1 | T2 | Δxi (T2 –T1) |
|---|---|---|---|---|
| Lin | a | 101.5 [100.3, 102.5] | 101.9 [100.4, 103.4] | 0.4 [-0.8, 1.6] |
| b | -2.73 [-3.77, -1.68] | -2.56 [-3.64, -1.47] | 0.09 [-0.23, 0.47] | |
| Ex2 | a | 102.6 [101.6, 103.8] | 102.9 [101.5, 104.4] | 0.3 [-0.9, 1.5] |
| b | -0.031 [-0.044, -0.020] | -0.030 [-0.043, -0.017] | 0.002 [-0.002, 0.006] | |
| Ex3 | a | 76.3 [65.1, 95.3] | 63.4 [55.0, 75.2] | -12.7 [-25.1, -4.5] |
| b | -0.045 [-0.068, -0.022] | -0.054 [-0.080, -0.032] | -0.010 [-0.021, -0.001] | |
| c | 27.3 [7.2, 38.1] | 40.7 [27.9, 48.8] | 13.7 [5.2, 25.9] | |
| Crit | L’ | 3638.8 [2062.5, 6422.1] | 4583.0 [2637.9, 7271.6] | 613.7 [287.6, 1129.9] |
| k | -32.0 [-47.5, -20.5] | -36.5 [-52.0, -24.3] | -4.1 [-6.6, -2.0] | |
| CL | -17.4 [-43.4, 3.6] | -23.5 [-48.5, -2.5] | -3.3 [-8.8, 0.0] |
Posterior predictive distributions are summarized using the Maximum a Posteriori estimate and 90% Highest Density Interval.
Crit, critical load model; Ex2, exponential model (2 parameters); Ex3, exponential model (3 parameters); Lin, linear model; Δxi, change effect between T1 and T2.
Fig 3Posterior predictive distributions for standardized subject-level change effects (smoothed illustration).
Dashed black lines, threshold for acceptable differences set to [-0.6, 0.6] indicating small or trivial changes; *, change effects and of the exponential 3-parameters model are not visibly displayed due to very large scales.
Summary of posterior predictive distributions of relative and standardized change effects.
| Model | Change effect | Relative magnitude (%) | Standardized magnitude | p (Δxi ∈ [-0.6, 0.6] | data) |
|---|---|---|---|---|
| Lin | Δa | 0.3 [-0.8, 1.6] | 0.38 [-4.46, 8.98] | 27.6% |
| Δb | 4.8 [-8.9, 17.2] | 0.17 [-0.38, 0.78] | 86.9% | |
| Ex2 | Δa | 0.4 [-1, 1.4] | 0.13 [-4.43, 9.35] | 29.5% |
| Δb | 4.6 [-7.9, 18.1] | 0.22 [-0.36, 0.8] | 84.8% | |
| Ex3 | Δa | -19.1 [-28.5, -7.8] | -15.26 [-184.85, 0.71] | 0.2% |
| Δb | -20.4 [-48.5, -0.7] | -0.83 [-2, -0.04] | 26.1% | |
| Δc | 42.1 [0.4, 217.4] | 18.34 [0.05, 232.88] | 0.1% | |
| Crit | ΔL’ | 14.6 [6.7, 29.6] | 0.76 [0.24, 1.83] | 18.8% |
| Δk | -12.1 [-22.1, -6] | -0.63 [-1.26, -0.24] | 36.2% | |
| ΔCL | -10.9 [-129.6, 7.8] | -1.2 [-6.4, 0.52] | 11.5% |
Posterior predictive distributions are summarized using the Maximum a Posteriori estimate and 90% Highest Density Interval.
*, change effects are expressed relative to the group-level mean of the associated model parameter at T1.
**, change effects are standardized to the group-level standard deviation of the associated model parameter at T1. Crit, critical load model; Ex2, exponential model (2 parameters); Ex3, exponential model (3 parameters); Lin, linear model; p (Δxi ∈ [-0.6, 0.6] | data), probability of the standardized change effect falling within the threshold for acceptable differences given the data.