THE INCREASING OF CORROSIVE RESISTANCE OF CEMENT COMPOSITES BY ACTIVE ADDITIVES

V.T. EROFEEV;  ; A.P. FEDORCOV; V.A. FEDORCOV;  ;

doi:10.33979/2073-7416-2020-88-2-51-60

THE INCREASING OF CORROSIVE RESISTANCE OF CEMENT COMPOSITES BY ACTIVE ADDITIVES

Building and reconstruction ◽

10.33979/2073-7416-2020-88-2-51-60 ◽

2020 ◽

Vol 88 (2) ◽

pp. 51-60

Author(s):

V.T. EROFEEV ◽

◽

A.P. FEDORCOV ◽

V.A. FEDORCOV ◽

◽

...

Keyword(s):

Cement Composites ◽

Corrosive Resistance

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Carbon Nanotube-Cement Composites in the Construction Industry: 1952-2014. A State of the Art Review

2nd International Conference on Emerging Trends in Engineering and Technology (ICETET'2014), May 30-31, 2014 London (United Kingdom) ◽

10.15242/iie.e0514556 ◽

2014 ◽

Keyword(s):

Carbon Nanotube ◽

Construction Industry ◽

State Of The Art ◽

Cement Composites

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Weathering of vegetable fibre-clinker free cement composites

Materials and Structures ◽

10.1617/13671 ◽

2001 ◽

Vol 35 (245) ◽

pp. 64-68

Author(s):

H. Savastano, Jr.

Keyword(s):

Cement Composites ◽

Vegetable Fibre

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An experimental and mesoscopic lattice simulation study of styrene-butadiene latex-cement composites properties

Materials and Structures ◽

10.1617/14356 ◽

2005 ◽

Vol 38 (278) ◽

pp. 467-478 ◽

Cited By ~ 4

Author(s):

O. Rozenbaum

Keyword(s):

Simulation Study ◽

Cement Composites ◽

Lattice Simulation ◽

Styrene Butadiene

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Activation of Structure-forming Properties of Graphene Oxide in Cement Composites

Stroitel nye Materialy ◽

10.31659/0585-430x-2020-778-1-2-24-35 ◽

2020 ◽

Vol 778 (1-2) ◽

pp. 24-35

Author(s):

G.D. FEDOROVA ◽

◽

G.N. ALEXANDROV ◽

A.P. SCRYABIN ◽

◽

...

Keyword(s):

Graphene Oxide ◽

Cement Composites

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A Review on Nano Materials for Cement Composites

SSRN Electronic Journal ◽

10.2139/ssrn.3697550 ◽

2020 ◽

Author(s):

Shruthi B.K. ◽

Dr. Shrikant Charhate

Keyword(s):

Cement Composites ◽

Nano Materials

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Influence of Carbon Nanotubes (CNTs) in the Cement Composites

IOP Conference Series Earth and Environmental Science ◽

10.1088/1755-1315/357/1/012024 ◽

2019 ◽

Vol 357 ◽

pp. 012024

Author(s):

Ba Rahma Ahmed ◽

Al-Jaberi Hussein ◽

Dahi Saleh ◽

Raizal S. M. Rashid

Keyword(s):

Carbon Nanotubes ◽

Cement Composites

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Rheological behaviors and structure build-up of 3D printed polypropylene and polyvinyl alcohol fiber-reinforced calcium sulphoaluminate cement composites

Journal of Materials Research and Technology ◽

10.1016/j.jmrt.2020.12.115 ◽

2021 ◽

Author(s):

Mingxu Chen ◽

Lei Yang ◽

Yan Zheng ◽

Laibo Li ◽

Shoude Wang ◽

...

Keyword(s):

Polyvinyl Alcohol ◽

Cement Composites ◽

Fiber Reinforced ◽

Rheological Behaviors ◽

Sulphoaluminate Cement ◽

Polyvinyl Alcohol Fiber ◽

3D Printed ◽

Calcium Sulphoaluminate ◽

Calcium Sulphoaluminate Cement

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Microstructural and strength parameters of Nano-SiO2 based cement composites

Materials Today Proceedings ◽

10.1016/j.matpr.2021.04.276 ◽

2021 ◽

Author(s):

Deependra Prasad Bhatta ◽

Sandeep Singla ◽

Rishav Garg

Keyword(s):

Cement Composites ◽

Strength Parameters ◽

Nano Sio2

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Effect of plasma surface modification on pullout characteristics of carbon fiber-reinforced cement composites

Carbon Trends ◽

10.1016/j.cartre.2021.100030 ◽

2021 ◽

Vol 3 ◽

pp. 100030

Author(s):

Jin Hee Kim ◽

Jong Hun Han ◽

Seungki Hong ◽

Doo-Won Kim ◽

Sang Hee Park ◽

...

Keyword(s):

Surface Modification ◽

Carbon Fiber ◽

Cement Composites ◽

Fiber Reinforced ◽

Plasma Surface Modification ◽

Plasma Surface ◽

Reinforced Cement ◽

Carbon Fiber Reinforced

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Numerical Simulation of the Mechanical Behavior of Fiber-Reinforced Cement Composites Subjected Dynamic Loading

Applied Sciences ◽

10.3390/app11031112 ◽

2021 ◽

Vol 11 (3) ◽

pp. 1112

Author(s):

Nikita Belyakov ◽

Olga Smirnova ◽

Aleksandr Alekseev ◽

Hongbo Tan

Keyword(s):

Numerical Simulation ◽

Reinforced Concrete ◽

Dynamic Loading ◽

Fiber Reinforced Concrete ◽

Cement Composites ◽

Fiber Reinforced ◽

Lab Experiments ◽

Reinforced Cement ◽

Underground Workings ◽

Concrete Damaged Plasticity

The problem of damage accumulation in fiber-reinforced concrete to structures supporting underground workings and tunnel linings against dynamic loading is insufficiently studied. The mechanical properties were determined and the mechanism of destruction of fiber-reinforced concrete with different reinforcement parameters is described. The parameters of the Concrete Damaged Plasticity model for fiber-reinforced concrete at different reinforcement properties are based on the results of lab experiments. Numerical simulation of the composite concrete was performed in the Simulia Abaqus software package (Dassault Systemes, Vélizy-Villacoublay, France). Modeling of tunnel lining based on fiber-reinforced concrete was performed under seismic loading.

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