Results 241 to 250 of about 3,990,489 (310)
Some of the next articles are maybe not open access.
Assessing concrete strength variability in existing structures based on the results of NDTs
Construction and Building Materials, 2018One of the main factors affecting the survey of concrete strength in existing structures is the inherent material variability, which can only be fully characterized when destructive tests are performed, especially in older structures. Therefore, having a
N. Pereira, X. Romão
semanticscholar +1 more source
Hydrotechnical Construction, 1994
Recommendations for evaluating the dynamic strength of concrete structures at hydroelectric power stations are given. Both existing and planned structures are addressed. Equations are provided for determing the design compressive and tensile strength of concrete.
V. A. Logunova +3 more
openaire +1 more source
Recommendations for evaluating the dynamic strength of concrete structures at hydroelectric power stations are given. Both existing and planned structures are addressed. Equations are provided for determing the design compressive and tensile strength of concrete.
V. A. Logunova +3 more
openaire +1 more source
Core Strengths of High-Strength Concrete
"SP-172: High-Performance Concrete - Proceedings: ACI International Conference, Malaysia 1997", 1999The effects of varying L/D ratios and core size on the strength of cores from large elements of high strength concrete (HSC) made both in the laboratory and field were examined. 154 cores representing 5 laboratory mixtures having moist-cured cylinder compressive strengths from 114 to 142 MPa at 5-years age and 101 cores representing actual field ...
openaire +1 more source
Journal of Applied Geophysics, 2018
In this study, change of the apparent resistivity values was investigated on reinforced and unreinforced concrete samples that were designed in different strength of the dry and water saturated conditions.
N. Sabbaǧ, O. Uyanik
semanticscholar +1 more source
In this study, change of the apparent resistivity values was investigated on reinforced and unreinforced concrete samples that were designed in different strength of the dry and water saturated conditions.
N. Sabbaǧ, O. Uyanik
semanticscholar +1 more source
1979
The application of Griffith’s theory to explain failure in hardened cement paste is discussed in Chapter 4. Failure due to external loading is brought about by the spontaneous growth of the critical crack when the strain energy release rate equals the maximum rate of energy requirement. At this point the rate of energy release is known as the ‘critical
openaire +1 more source
The application of Griffith’s theory to explain failure in hardened cement paste is discussed in Chapter 4. Failure due to external loading is brought about by the spontaneous growth of the critical crack when the strain energy release rate equals the maximum rate of energy requirement. At this point the rate of energy release is known as the ‘critical
openaire +1 more source
Strength Criteria for Concrete
1986A new proposed third order polynomial strength criterion, based on tensorial function theory of continuum mechanics, has been used to determine the strength parameters for concrete. A straight-forward computer program to determine the parameters and plot the strength envelope has been developed.
C. L. D. Huang, Cui Lei
openaire +1 more source
Initial strength of graded concrete beams on varying concrete strength
AIP Conference Proceedings, 2022Ziana Nur Afdila +2 more
openaire +1 more source
Development of the Strength of Concrete
1983The rate of hydration, and consequently the time-related process of strength development of concrete, depends on the type of cement used. In Fig. 2.1,1 the coefficient \( {{\beta }_{t}} = {{f'}_{{ct}}}/{{f'}_{{c28}}} \) for concrete made of normal cement (Type I), of rapid Open image in new window Fig. 2.1,1 The relations given in Fig.
Hubert Rüsch +2 more
openaire +1 more source
The early-age prediction of concrete strength using maturity models: a review
, 2021K. Nandhini, J. Karthikeyan
semanticscholar +1 more source
, 2020
Exposing bridge elements to severe environmental conditions causes a reduction in service life and durability which demands repair or total replacement. Different strategies for repair and retrofit can be chosen.
A. Valikhani +3 more
semanticscholar +1 more source
Exposing bridge elements to severe environmental conditions causes a reduction in service life and durability which demands repair or total replacement. Different strategies for repair and retrofit can be chosen.
A. Valikhani +3 more
semanticscholar +1 more source

