Thermal Stresses and Temperature Control of Mass Concrete

  • Format
  • Bog, hardback
  • Engelsk

Beskrivelse

Methods of controlling mass concrete temperatures range from relatively simple to complex and from inexpensive too costly. Depending on a particular situation, it may be advantageous to use one or more methods over others. Based on the author’s 50 years of personal experience in designing mass concrete structures, Thermal Stresses and Temperature Control of Mass Concrete provides a clear and rigorous guide to selecting the right techniques to meet project-specific and financial needs. New techniques such as long time superficial thermal insulation, comprehensive temperature control, and MgO self-expansive concrete are introduced.

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Detaljer
Størrelse og vægt
  • Vægt950 g
  • coffee cup img
    10 cm
    book img
    15,1 cm
    22,9 cm

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    Winter Finite element method Hydration Concrete Thermal stresses Temperature control Grouting Cracking Temperature Stress relaxation Water temperature Arch dams Concrete beams Freezing Crack Modulus of elasticity Boundary condition Elastic modulus STRESSES Cold Region Bedrock Simulation Analysis Cold Wave Finite-difference method Stiffness matrix RCC Gravity Dams Thermal insulation Cracks FEM Heat Conduction Autogenous Deformation Air temperature Arbitrary external temperature Arch dam Adiabatic Temperature Compound exponential Cooling function Compound element Concrete Dam Concrete temperature Continuous body Crack prevention Elastic thermal stress Fixed slab Elastic foundation Concrete Dams Cooling Capacity Concrete lift Foamed polythene Harmonic surface temperature Harmonic variation Forming temperature Contraction Joints Free slab Harmonic vibration Gravity Dam Indoor expansive deformation Linear temperature Linear variation Elastocreeping Massive concrete structures Euler's Equation MgO concrete Foam boards Head conduction Nodal Forces Poisson's ratio Precooling of aggregate Pier of sluice Restraint thermal stress Placing temperature Isoparametric elements Insulation layer Self-thermal stress Precooling Surface Cooling Soil foundation Longitudinal crack Hydration heat Mass concrete Thermal Stress Winkler foundation Mixing temperature Stepwise temperature difference Longitudinal joint Joint spacing Overload computation Outdoor expansive deformation Operation period Triangular Elements Pipe cooling Viscoelastic thermal stress Restraint stress T beam Temperature control method Temperature loading Wall of dock Theorem of product Time difference Ultracold Viscoelastic stress

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