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One of the most important purposes of the drop weight tear test (DWTT) is to achieve the value of fracture energy for better evaluation of tested steel properties. In the present research, experimental and numerical measurement of fracture energy in drop weight tear test specimen with chevron notch on API X65 steel has been carried out. The purpose of the determination of this energy is to estimate the strength of material due to fracture. The test specimen was cut from an actual spiral seam welded steel pipe of API X65 grade with an outside diameter of 1219mm and wall thickness of 14.3mm and then it has been machined to standard size. Then chevron notch with a length of 5.1 was placed in the middle of the specimen and the specimen was fractured under dynamic loading with an initial impact velocity of 6.3m/s. The maximum force of 229kN and 225kN were achieved for experimental and numerical data, respectively by drawing force-displacement and energy-displacement curves. The fracture energy of the test sample for experimental and numerical data was obtained as 7085J and 6800J, respectively by evaluation of the area under the force-displacement curve. Based on the results of experimental curves, about %59 of fracture energy was used for crack propagation and the remaining was used for crack initiation and plastic deformation of test sample near anvils and striker regions. In the end, drawing a linear curve for fracture energy of specimen based on the hammer velocity showed that the slope of this curve could be a good criterion for estimating the energy loss and fracture behavior of the test specimen.
 

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In this study investigated the effects of momentum variations on fracture energy in Charpy impact testing of API X65 steel by experimental and numerical methods. Experimental analysis was conducted in the various speed of impact about 3.50 to 5.72 m/s and impact energy varied about 450 to 1200 J. The experimental results showed that increase of about 63% in impact speed increased the fracture energy about 15%, because of material properties dependence on loading rate. Numeral studies were performed in two categories with ABAQUS software. First mass variation in constant velocity assumed standard quantity about 5.5 m/s in which impact energy varied about 300 to 1200 J and the second, velocity variation with constant mass assumed 50 kg that impact energy varied about 625 to 1600 J. The simulation results showed the variations in mass had not any effect in fracture energy and in all analyses, it was about 265 J. However, increasing the velocity variations with constant mass, caused a slight reduction of about 5% in the fracture energy. The reason for the difference between experimental and numerical results is the lack of consideration of the effect of strain rate on mechanical properties of tested steel in numerical analysis.

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In order to expand the application of roller Compacted concrete (RCC) in high speed roads,  casting a thin layer of concrete with high skid resistance immediately the after implementation and compaction of RCC has been suggested. In the present study, the mechanical and fracture properties of this kind of two lift concrete pavement (2LCP) evaluated and compared with common single lift concrete pavements. Therefore, a thin layer of plain concrete and polypropylene fiber reinforced concrete with relative thickness of 30% of total pavement thickness has been casted of RCC pavement.. Compressive strength and mode I fracture tests were performed on samples after 28 days curing.
Result showed that the addition of polypropylene fibers to plain concrete reduces the compressive strength of concrete slightly.  Also, replacement of normal concrete or fiber reinforced concrete with roller concrete in the upper layer of 2LCP did not have a significant negative effect on flexural strength and fracture of the specimens compared to single lift RCC pavement with equivalent thickness.

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To use higher capacities in Iran's energy transmission systems, API standardized pipes made of API X65 steel have been utilized (made of thermo-mechanically controlled rolling process, TMCR steels). The TMCR inherently increases the anisotropic properties of steel coils and plates used for pipe manufacturing. In addition, the production of helical welded pipe involves steps that can lead to different mechanical properties in different directions. The aim of the present study is to measure the orientation dependence of the Charpy fracture energy. Therefore, the effect of changing the angle of specimens relative to the rolling direction and also the effect of changing the notch orientation (three notch A, B and C in total) on the fracture energy in API X65 steel has been experimentally determined. The maximum change in the average Charpy fracture energy at different angles relative to the rolling direction is a maximum of 13% (in notch B), but the largest change in the average Charpy fracture energy between different notches is a maximum of 12.2% (at an angle of 0 °). As a result, the effect of changing the angle of the specimen relative to the rolling direction is greater than the effect of changing the notch orientation on the Charpy fracture energy. Also, at an angle of 67.5 degrees to the direction of rolling (equivalent to the diagonal direction (D-D)), the most fracture energy for all notches was obtained. To quantitatively compare the fracture energy changes in different notches, an index called anisotropy index has been presented

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The construction industry produces substantial amounts of waste materials, which contribute to negative environmental impacts when disposed of in landfills. Recycling Construction and Demolition Waste (CDW) as secondary materials is an effective approach to reducing these negative effects. Recycled Concrete Aggregates (RCA) derived from distressed pavements, buildings, and concrete structures have potential for a variety of applications, including in asphalt mixes. This paper reports experimental research on the use of treated and untreated RCAs in preparing Hot Mix Asphalt (HMA). RCA materials were added in both treated and untreated form to HMA mixes. To improve the quality of recycled mixes, RCAs were treated with lime solutions. In order to improve quality of recycled mixes, RCAs were treated with lime solutions before that the recycled mixes were subjected to various tests. The treatment was applied to coarse RCA materials. The coarse RCAs were washed thoroughly, so that all noticeable impurities, including wood chips and other similar materials, were removed. These were then dried at ambient temperature for 24 h before that the treatment was applied. In order to reduce stripping susceptibility of the recycled asphalt mixtures, hydrated lime was added as a treatment additive. The addition of hydrated lime solution was beneficial due to, its abundance the convenience of application in HMA mixes. RCAs were impregnated in a 6% solution of hydrated lime for 24h at ambient temperature. Then these were dried at ambient temperature before being used in asphalt mixes. The physical and mechanical characteristics of the treated/untreated RCAs were determined. Asphalt mixtures were prepared that contained 25% and 50% RCAs of the size ranging from 4.75 to 12.5 mm. Various asphalt mixtures containing different amounts of RCAs were prepared. Moisture susceptibility of HMA mixes were evaluated using indirect tensile strength test (ITS). Fracture properties of mixes applying Semi-Circular Bending (SCB) were determined. SCB testing was performed according to ASTM D 8044 Standard testing method. Samples were prepared containing three different notches of 25, 32, and 38 mm. SCB samples were tested using a UTM machine. The loading mode as in monotonic compression at the speed of 0.5 mm/min. J-integral suggests as a criterion for resistance of materials to cracking. Testing was performed on HMA mixes treated and untreated samples. The results indicated that although treating RCAs might require more effort in production processing, significant benefits result in reducing moisture susceptibility and increasing fracture toughness of samples. It was also found that replacing virgin aggregates with RCA, improved fracture properties of HMA mixtures. The results indicated that with using RCA instead of conventional aggregates in asphalt mixes, has positive benefits for the environment and enhanced mechanical properties of HMA mixtures. A limited percentage of RCAs can be used in asphalt mixtures without significantly affecting performance of asphalt mixtures. The treatment resulted in reduced water absorption and increased fracture energy of mixes. Asphalt mixes containing 50% untreated RCA materials showed some moisture susceptibility while asphalt mixes containing 50% treated RCA showed improved moisture resistance. In conclusion, the study demonstrated that treating RCAs with hydrated lime solution improved the moisture susceptibility and fracture resistance of recycled HMA mixtures. Furthermore, utilizing recycled construction materials as secondary materials in asphalt mixes has significant environmental benefits. Future research can explore the potential use of various waste materials, including RCAs, in asphalt mixes.