Modeling concrete exposed to high temperature: Impact of dehydration and retention curves on moisture migration. International Journal for Numerical and
Modeling concrete exposed to high temperature: Impact of dehydration and retention curves on moisture migration. International Journal for Numerical and
Strain and stress monitoring is an important approach for evaluating the stress state of concrete dams. Since the hydration rate of cement
In order to achieve deeper understanding of temperature effects on curved concrete bridges with single-column piers, the authors studied solar
In order to achieve deeper understanding of temperature effects on curved concrete bridges with single-column piers, the authors studied solar
and form influenced the time courses of temperature by the results of simulation about some assumed small concrete structures using the 3-D FEM
This study was aimed to investigate the effect of steel, polypropylene (PP), and hybrid (steel + PP) fibers on high-temperature mechanical properties of
In order to achieve deeper understanding of temperature effects on curved concrete bridges with single-column piers, the authors studied solar
LOW-TEMPERATURE MECHANICAL PROPERTIES OF ASPHALT CONCRETELow-temperature transverse asphalt pavement cracking is sometimes observed in the colder regions of t
Temperature History of the Concrete Corresponding to Various Curing Sheets in the Low Temperaturedoi:10.2514/6.2001-805Retroperitoneal lumbocrural abscess
Low temperature fracture behaviour and AE characteristics of autoclaved aerated concrete (AAC): 38303 Jeong, H.D.; Takahashi, H.; Teramura, S. Cement
Asphalt concrete low temperature performanceElhusseinH.Mohamed
In the present study, we investigate the effect of the adiabatic temperature rise property of rock-fill concrete (RFC) on the temperature stress and
and Xiaoping Wang, “A Study on Adiabatic Temperature Rise Test and Temperature Stress Simulation of Rock-Fill Concrete,” Mathematical Problems in
Low temperature separation process of waste concrete Based on the separating process of waste concrete abroad,combined with the point of energy conservation,
Since cyclic temperature changes occur in nuclear reactors and can lead to further decrease in concrete strength [4], the experimental program is
displacement, the energy-consuming and the fatigue by an instrument which is called the instrument for asphalt concrete in low temperature and low
Early-age restrained creep influences the cracking properties of concrete. However, conventional creep measurements require a large number of tests to predict
As for the concrete, elevated curing temperature also has negative influence on its compressive strength development, at both low hydration degree
Properties of superplasticized concrete were examined under three different temperatures: 7, 20, and 35 C (44.6, 68.0, and 95.0 F). The properties
As for the concrete, elevated curing temperature also has negative influence on its compressive strength development, at both low hydration degree
Low Temperature Concrete AdmixturePerforming construction processes under the cold weather condition requires construction engineers to plan operations consid
Early-age restrained creep influences the cracking properties of concrete. However, conventional creep measurements require a large number of tests to predict
, and Cl Ions in Concrete after Exposure to High TemperatureTotsawat Daungwilailuk, Tatsuya Kitagawa, Phuong Trinh Bui, Yuko Ogawa, Kenji
SOME EXPERIMENTAL OBSERVATIONS ON CONCRETE BEHAVIOUR AT LOW TEMPERATUREAccession Number: 00700009 Record Type: Monograph Abstract: Experimental studies were c
Over the years, many different simplified prediction methods have been developed to predict the temperature development within mass concrete members. This pap
The correction values of concrete strength in term of the anticipated mean outdoor air temperature or mean curing temperature of concrete using low-heat
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Modeling concrete exposed to high temperature: Impact of dehydration and retention curves on moisture migration. International Journal for Numerical and
The present paper describes the results of creep tests carried out at LNEC on two kinds of mass cured concrete; the constant load being applied at