Sergey Semenov

Methods of identification of concrete elastic-plastic-damage models

Monitoring and testing of buildings and structures
  • Year: 2017
  • Issue: 8
  • 72
  • 3614
  • Pages: 279-297

Structure and properties of textile reinforced concrete

Building Materials
  • Year: 2015
  • Issue: 7
  • 109
  • 3481
  • Pages: 50-56

Influence of structural parameters of the masonry on effective elastic properties and strength

Structural mechanics
  • Year: 2014
  • Issue: 5
  • 17
  • 2806
  • Pages: 95-106

Experimental research and finite element analysis of elastic and strength properties of fiberglass composite material

Building Materials
  • Year: 2014
  • Issue: 3
  • 88
  • 3680
  • Pages: 25-39

The Simulation of Bond Fracture between Reinforcing Bars and concrete. Part 2. Models without taking the Bond Discontinuity into account

Monitoring and testing of buildings and structures
  • Year: 2014
  • Issue: 1
  • 39
  • 3683
  • Pages: 23-40

Simulation of degradation of bond between reinforcing bar and concrete. Part 1. Models with account of the discontinuity

Structural mechanics
  • Year: 2013
  • Issue: 5
  • 77
  • 3403
  • Pages: 86-99

Finite element modeling of fracture processes and estimation of durability of the road bridge with account of corrosion damages

Monitoring and testing of buildings and structures
  • Year: 2012
  • Issue: 7
  • 21
  • 2987
  • Pages: 32-42

Modeling of indentation and slip of wedge punch

Structural mechanics
  • Year: 2017
  • Issue: 6
  • 24
  • 3126
  • Pages: 78-101

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