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The peak strength and corresponding axial strain have been observed to be related to the confinement stiffness, non-uniform stiffness ratio and the maximum lateral strain.
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The maximum lateral shear stress is reduced by 23% and 12%.
Based on this, modelling equations are proposed to predict maximum axial load, axial strain and lateral strain, as well as the entire behaviour until failure with curves of axial load axial strain and axial load lateral strain.
The maximum lateral deformation at the face was between 3 mm (0.07% lateral strain) under service load case and 7 mm (0.3% lateral strain) for abnormal load case.
The table shows comparisons of the bridge-supporting structures in terms of wall height, backfill, reinforcement type, reinforcement spacing, facing type and connection, ratio of reinforcement length to wall height, maximum settlement of the loading slab, maximum lateral movement of the wall face, maximum reinforcement strain, and failure surcharge pressure.
The maximum lateral deformation at the face was between 2 and 9 mm (0.08%–0.4% lateral strain), depending on the loading condition.
Comparison of the test and predicted results in terms of compression load versus axial strain and lateral strain curves demonstrates that the proposed model can predict accurately the maximum resistance of the stub CFST columns as well as the interactive behavior between the steel tube and the confined concrete core.
The maximum strain at failure was noted from the strain gauge positioned medially in 19 femurs and from the lateral strain gauge for the remaining 10 femurs.
Maximum lateral photovoltage.
a The maximum lateral acceleration.
For small biological samples this ratio between lateral strain and axial strain is not known.
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