Sentence examples for beams under fatigue loading from inspiring English sources

The findings of this paper can be employed to formulate design guidance for RHS beams under fatigue loading.

In this study, the residual strength of plain concrete beams under fatigue loading is assessed.

Most of the research on SRC beams so far was focused on static or earthquake loading, with very limited work on SRC beams under fatigue loading.

This paper presents the results of an experimental and analytical study on the residual deflection behavior in the negative moment regions of steel-concrete composite beams under fatigue loading.

In this work, the probability of failure of concrete beams under fatigue loading is computed using a modified fatigue law by considering different parameters responsible for fatigue failure as randomly distributed.

Due to the scarcity of published data on the effect of the corrosion notch depth on the range of steel stresses in CFRP-strengthened RC beams under fatigue loading, a linear regression analysis was performed based on the experimental test results reported by Ai-Hammoud et al. (2011).

Strengthening with 1- and 2-layer CFRP sheets at low and medium corrosion levels, respectively, were sufficient to increase the fatigue life, fatigue strength, and ultimate strength of the beam to near the levels of the uncorroded beams, but the stiffness might still fall below that of the uncorroded control beam under fatigue loading.

The behavior of RC beams strengthened with self-prestressed NSM Iron-Based Shape Memory Alloy (Fe-SMA) bars under fatigue loading is experimentally investigated.

However, previous fatigue experiments showed considerable non-linearity in the strain variation across the beam section under fatigue loading because slippage of the steel reinforcement is likely to occur during fatigue loading.

Five beams were tested under monotonic loading up to failure, and another five beams were then tested under fatigue loading at service load levels up to failure or 3 million cycles, whichever happened first.

RC beams were preloaded under static loading approximately to 70%, 80%and90%0% of maximum load of control beams and then tested under fatigue loading with a stress ratio of 0.1 and frequency 2 Hz after retrofitting with a UHPFRC thin strip of 10 mm thickness.