Evaluation of the Effect of Temperature (20-700 °C) on the Properties of Prestressing Steel Using AE Signals and FEM Analysis. [PDF]
Materials (Basel)Adamczak-Bugno A, Lipiec SM, Adamczak J.
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Structural Effects of Concrete Creep in a Prestressed Balanced Cantilever Bridge Based on Classical and Fractional Rheological Models. [PDF]
Materials (Basel)Nowak K, Oleszek R, Zbiciak A.
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Study on the vehicular load effect and the influence of top plate longitudinal cracks on box girder chamber based on static load test. [PDF]
Sci RepShi P, Luo L, Hu Y, Luo Z.
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Mechanical behavior of deteriorated unbonded prestressed concrete hollow slabs. [PDF]
Sci RepLi X, Zhou S, Xiang B, Yan M, Bao Y.
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Numerical Simulation of the Post-Tensioned Beams Behaviour Under Impulse Forces Loading. [PDF]
Materials (Basel)Jancy A, Stolarski A.
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Lessons from time-dependent deflection in record span prestressed concrete bridges. [PDF]
Sci RepTong T, Zhao C, Wu S, Li J, Liu Z.
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Correction: Adamczak-Bugno et al. Evaluation of the Effect of Temperature (20-700 °C) on the Properties of Prestressing Steel Using AE Signals and FEM Analysis. <i>Materials</i> 2026, <i>19</i>, 23. [PDF]
Materials (Basel)Adamczak-Bugno A, Lipiec SM, Adamczak J.
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Failure mechanism research and load-bearing capacity of externally prestressed composite beams with web openings. [PDF]
Sci RepLi L, Wang C, Li D, Yang X, Xiao Y.
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Rational Approach for Evaluating Fire Resistance of Prestressed Concrete Beams Strengthened with Fiber-Reinforced Polymers. [PDF]
Polymers (Basel)Kodur V, Rayala T, Kim HS.
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An Experimental Investigation of Twelve Concrete Beams Post-Tensioned with Unbonded Tendons Under Center-Point and Third-Point Loading. [PDF]
Materials (Basel)Politalski W, Seruga A.
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