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Schema 1. Schematic representation of the graphene oxide (GO)‐modified wet lay‐up repair strategy for CFRP laminates, illustrating stepwise ply removal, incorporation of GO into the epoxy repair matrix, and the enhanced mechanical performance of the repaired laminate.
Togay Yildirim, Tugba Soganci Aras
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Experimental and Numerical Insights into the Semi-Circular Bend (SCB) Test for Tensile Strength Estimation in Rock-like Materials. [PDF]
Hajivand Dastgerdi R, Malinowska AA.
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Steel Slag-Enhanced Cement-Stabilized Recycled Aggregate Bases: Mechanical Performance and PINN-Based Sulfate Diffusion Prediction. [PDF]
Zeng G +5 more
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Zein-based polysaccharide-tannic acid films as multifunctional barriers to prevent post-surgical adhesions. [PDF]
Ungolo A +7 more
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Evaluation of a Method for Determining Material Strength Based on Hardness Measurements: A Case Study of the Ti6Al4V Alloy. [PDF]
Karolewska K, Wirwicki M, Ligaj B.
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Evolutive phase field modelling of fracture behavior of cemented paste backfill under Mode-I loading condition. [PDF]
Yang J, Fang K, Hao S, Feng G, Cui L.
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International Journal of Rock Mechanics and Mining Sciences, 2021
Abstract Specimen cracking in a controlled environment is an essential characteristic that is challenging to capture in indirect tensile testing methodologies, including the Brazilian disc test and Ring test. Despite wide popularity, these experiments are incapable of acquiring the actual post-peak behavior and complete load versus displacement ...
Verma, R.K. +3 more
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Abstract Specimen cracking in a controlled environment is an essential characteristic that is challenging to capture in indirect tensile testing methodologies, including the Brazilian disc test and Ring test. Despite wide popularity, these experiments are incapable of acquiring the actual post-peak behavior and complete load versus displacement ...
Verma, R.K. +3 more
openaire +2 more sources
Indirect tensile testing of anisotropic rocks
Rock Mechanics Felsmechanik M�canique des Roches, 1973The tensile strength of rock materials is a parameter relevant to many rock mechanics applications. Rocks are often anisotropic in nature. Therefore, it is of interest to investigate suitable experimental methods for tensile testing to be used with these rocks.
G. Barla, N. Innaurato
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