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Shilang Xu

Researcher at Zhejiang University

Publications -  219
Citations -  6193

Shilang Xu is an academic researcher from Zhejiang University. The author has contributed to research in topics: Flexural strength & Toughness. The author has an hindex of 33, co-authored 187 publications receiving 3937 citations. Previous affiliations of Shilang Xu include University of Stuttgart & Dalian University of Technology.

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Determination of double-K criterion for crack propagation in quasi-brittle fracture, Part II: Analytical evaluating and practical measuring methods for three-point bending notched beams

TL;DR: In this paper, an attempt is made to determine the double-K fracture parameters using three-point bending notched beams using a linear asymptotic superposition assumption, based on the knowledge from extensive investigations which showed that the nonlinearity of P-CMOD curve is mainly associated with crack propagation.
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Determination of double-Determination of double-K criterion for crack propagation in quasi-brittle fracture Part I: experimental investigation of crack propagation

TL;DR: In this article, a double-K criterion is proposed to predict the crack propagation during the fracture process in quasi-brittle materials, which consists of two size-independent parameters, i.e., initial cracking toughness and unstable fracture toughness.
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A strain-hardening cementitious composites with the tensile capacity up to 8%

TL;DR: In this paper, a new cementitious material, ultra-high ductile cementitious composites (UHDCCs), is developed with the specially selected polyethylene (PE) fibers.
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Mechanical properties and microstructure of multi-walled carbon nanotube-reinforced cement paste

TL;DR: In this article, the microstructure and compressive strength of Portland cement reinforced with multwalled carbon nanotubes (MWCNTs) was investigated, and it was found that the pore size distribution tilted in favor of gel pores, pores that have a positive influence on mechanical strength.
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Determination of double-K criterion for crack propagation in quasi-brittle fracture, Part III: Compact tension specimens and wedge splitting specimens

TL;DR: In this article, the double-K fracture parameters were determined for concrete using CT-specimens and wedge splitting specimens, and the results showed that the results were independent of the relative preformed notch length.