Temperature Stress Monitor and Computation on Foundation Mass Concrete Construction Process

Jing Hong Liu; Xiao Hua Liu; Yi Shu Zhou

doi:10.4028/www.scientific.net/AMR.446-449.3394

Paper Titles

The Strength of the Steel Bar Embedded in the Masonry Wall
p.3377

The Application of Parametric Design in Landmark Building Creation
p.3381

Test Study on Size Effect of Flexural Performance of RC Free Beams
p.3385

The Finite Element Analyses for Beam Strengthen-Bolt Spliced Connection for Steel Moment Frame
p.3390

Temperature Stress Monitor and Computation on Foundation Mass Concrete Construction Process
p.3394

Research on Digital Image Based Displacement Measurement Method
p.3399

Preliminary Experimental Results of a Masonry Building Prototype Subject to Harmonic Forces of Different Intensity
p.3405

Tensile Strength Test and Analysis for Bolts with Hot-Dip Galvanizing
p.3412

The Optical Fiber Strain Monitoring Technology of Large-Scale Bridge
p.3417

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Temperature Stress Monitor and Computation on...

Temperature Stress Monitor and Computation on Foundation Mass Concrete Construction Process

Abstract:

The common quality questiones in mass concrete construction are temperature crack. Tensile stress producted in concrete when the temperature deformations were constrainted by internal and external impacted. Temperature stress is the main reason leading to cracks in concrete. Union Nanyang Cement Branch in the second phase 6000 t / day cement clinker production line. Through the foundation mass concrete temperature and strain monitoring and thermal stress calculations. Crack control measures were made for mass concrete construction.