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greatworldwar2 · 4 years

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• Yokosuka MXY-7 Ohka

The Yokosuka MXY-7 Ohka (櫻花, Ōka, "cherry blossom") was a purpose-built, rocket-powered human-guided kamikaze attack aircraft employed by Japan against Allied ships towards the end of the Pacific War during World War II.

The MXY-7 Navy Suicide Attacker Ohka was a manned flying bomb that was usually carried underneath a Mitsubishi G4M2e Model 24J "Betty" bomber to within range of its target. On release, the pilot would first glide towards the target and when close enough he would fire the Ohka's three solid-fuel rockets, one at a time or in unison, and fly the missile towards the ship that he intended to destroy. The design was conceived by Ensign Mitsuo Ohta of the 405th Kōkūtai, aided by students of the Aeronautical Research Institute at the University of Tokyo. Ohta submitted his plans to the Yokosuka research facility. The Imperial Japanese Navy decided the idea had merit and Yokosuka engineers of the Yokosuka Naval Air Technical Arsenal created formal blueprints for what was to be the MXY7. The only variant which saw service was the Model 11, and it was powered by three Type 4 Mark 1 Model 20 rockets. 155 Ohka Model 11s were built at Yokosuka, and another 600 were built at the Kasumigaura Naval Air Arsenal.

The final approach was difficult for a defender to stop because the aircraft gained high speed (650 km/h (400 mph) in level flight and 930 km/h (580 mph) or even 1,000 km/h (620 mph) in a dive. Later versions were designed to be launched from coastal air bases and caves, and even from submarines equipped with aircraft catapults, although none were actually used in this way. The Allen M. Sumner-class destroyer USS Mannert L. Abele was the first Allied ship to be sunk by Ohka aircraft, near Okinawa on April 12th, 1945. Over the course of the war, Ohkas sank or damaged three ships beyond repair, significantly damaged three more ships, with a total of seven U.S. ships damaged or sunk by Ohkas. The only operational Ohka was the Model 11. Essentially a 1,200-kilogram (2,600 lb) bomb with wooden wings, powered by three Type 4 Model 1 Mark 20 solid-fuel rocket motors, the Model 11 achieved great speed, but with limited range. This was problematic, as it required the slow, heavily laden mother aircraft to approach within 37 km (20 nmi; 23 mi) of the target, making them very vulnerable to defending fighters. There was one experimental variant of the Model 11, the Model 21, which had thin steel wings manufactured by Nakajima. It had the engine of the Model 11 and the airframe of the Model 22.

The Ohka K-1 was an unpowered trainer version with water ballast instead of warhead and engines, that was used to provide pilots with handling experience. Unlike the combat aircraft, it was also fitted with flaps and a landing skid. The water ballast was dumped before landing but it remained a challenging aircraft to fly, with a landing speed of 130 mph (210 km/h). Forty-five were built by Dai-Ichi Kaigun Koku Gijitsusho. The Model 22 was designed to overcome the short standoff distance problem by using a Campini-type motorjet engine, the Ishikawajima Tsu-11. This engine was successfully tested, and 50 Model 22 Ohkas were built at Yokosuka to accept this engine. The Model 22 was to be launched by the more agile Yokosuka P1Y3 Ginga "Frances" bomber, necessitating a shorter wing span and much smaller 600-kilogram (1,300 lb) warhead. The first flight of a Model 22 Ohka took place in June 1945; none appear to have been used operationally, and only approximately 20 of the experimental Tsu-11 engines are known to have been produced. The Model 33 was a larger version of the Model 22 powered by an Ishikawajima Ne-20 turbojet with an 800-kilogram (1,800 lb) warhead. The mothership was to be the Nakajima G8N Renzan. The Model 33 was cancelled due to the likelihood that the Renzan would not be available.

The Yokosuka MXY7 Ohka was used mostly against U.S. ships invading Okinawa, and if launched from its mothership, could be effective because of its high speed in the dive. In the first two attempts to transport the Ohkas to Leyte Gulf using aircraft carriers, the carriers Shinano and Unryu were sunk by the U.S. submarines Archerfish and Redfish. Attacks intensified in April 1945. On April 1st, 1945, six "Bettys" attacked the U.S. fleet off Okinawa. At least one made a successful attack; its Ohka was thought to have hit one of the 406 mm (16 in) turrets on the battleship West Virginia, causing moderate damage. Postwar analysis indicated that no hits were recorded and that a near-miss took place. The transports Alpine, Achernar, and Tyrrell were also hit by kamikaze aircraft, but it is unclear whether any of these were Ohkas from the other "Bettys". None of the "Bettys" returned. The U.S. military quickly realized the danger and concentrated on extending their "defensive rings" outward to intercept the "Betty"/Ohka combination aircraft before the suicide mission could be launched.

On April 12th, 1945, nine "Bettys" attacked the U.S. fleet off Okinawa. The destroyer Mannert L. Abele was hit, broke in two, and sank, witnessed by LSMR-189 CO James M. Stewart. Jeffers destroyed an Ohka with AA fire 45 m (50 yd) from the ship, but the resulting explosion was still powerful enough to cause extensive damage, forcing Jeffers to withdraw. The destroyer Stanly was attacked by two Ohkas. One struck above the waterline just behind the ship's bow, its charge passing completely through the hull and splashing into the sea, where it detonated underwater, causing little damage to the ship. On April 14th, 1945, seven "Bettys" attacked the U.S. fleet off Okinawa. None returned. None of the Ohkas appeared to have been launched. Two days later, six "Bettys" attacked the U.S. fleet off Okinawa. Two returned, but no Ohkas had hit their targets. Later, on April 28th, 1945, four "Bettys" attacked the U.S. fleet off Okinawa at night. One returned. No hits were recorded. May 1945 saw another series of attacks. On 4 May 1945, seven "Bettys" attacked the U.S. fleet off Okinawa. One Ohka hit the bridge of a destroyer, Shea, causing extensive damage and casualties. Gayety was also damaged by an Ohka's near miss. One "Betty" returned. On May 11th, 1945, four "Bettys" attacked the U.S. fleet off Okinawa. The destroyer Hugh W. Hadley was hit and suffered extensive damage and flooding. The vessel was judged beyond repair. On May 25th, 1945, 11 "Bettys" attacked the fleet off Okinawa. Bad weather forced most of the aircraft to turn back, and none of the others hit targets. On June 22nd, 1945, six "Bettys" attacked the fleet. Two returned, but no hits were recorded. Postwar analysis concluded that the Ohka's impact was negligible, since no U.S. Navy capital ships had been hit during the attacks because of the effective defensive tactics that were employed.

In total, of the 300 Ohka available for the Okinawa campaign, 74 actually undertook operations, of which 56 were either destroyed with their parent aircraft or in making attacks. The Allied nickname for the aircraft was "Baka", a Japanese word meaning "foolish" or "idiotic". Several surviving examples of the Ohka still exist. A Model 11 on static display at Iruma Air Force Base in Iruma, Saitama. Model 11 on static display at the Fleet Air Arm Museum in Yeovilton, Somerset. Model 11 on static display at the Imperial War Museum in London. Model 11 on static display at the National Museum of the Marine Corps in Triangle, Virginia. Model 11 on static display at the Planes of Fame Air Museum in Chino, California. K-1 on static display at the National Museum of the United States Air Force in Dayton, Ohio. K-1 on static display at the National Museum of the U.S. Navy in Washington, D.C.

#second world war #world war 2 #world war ii #military history #wwii #history #aviation #kamikaze #imperial japan #japanese history #japanese #cherry blossom #pacific campaign #okinawa

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yes-robert-pattinson-blr · 4 years

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Cisco 300-620 Dumps PDF | 300-620 Practice Test Questions | Dumps4Download

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vicky-ricky · 4 years

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johndewey12 · 4 years

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superbcollectorsheep · 3 years

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How Cement Mixers Work

In addition to the mixing energy applied to the fresh concrete (i.e. shearing during mixing), the shear history after mixing is also important. This applies especially to binder rich concretes like the different types of high performance concrete (HPC). With this in mind, the shear rate is analyzed inside a drum of a concrete tank truck. The objective is to better understand the effect of transport of fresh concrete, from the ready mix plant to the building site. The analysis reveals the effect of different drum charge volume and drum rotational speed. Also, the effect of yield stress and plastic viscosity is investigated. The work shows that the shear rate decreases in an exponential manner with increasing drum charge volume. It is also shown that for a given drum speed, the shear rate decreases both with increasing plastic viscosity and yield stress.

Since civilizations first started to build, the human race has sought materials that bind stones into solid formed mass. After the discovery of Portland cement in 1824 (year of patent), concrete has become the most commonly used structural material in modern civilizations. The quality of the concrete structure is of course dependent on the quality of each constituent used in the concrete mix. However, this is not the only controlling factor. The quality also depends very much on the rheological properties of the fresh concrete during placement into the formwork [1]. That is, the concrete must be able to properly flow into all corners of the mold or formwork to fill it completely, with or without external consolidation depending on workability class. Tragic events may sometimes be traced back to concrete of unsuitable consistency resulting in, for example, coldjoint and honeycombing. Therefore, one of the primary criteria for a good concrete structure is that the fresh concrete exhibits satisfactory rheological properties during casting [1]. The use of simulation of flow to analyze such behavior is something that has been increasing in popularity for the last decade [2], [3], [4], [5], [6], [7], [8], [9]. In 2014, a RILEM state-of-the art report (TC 222-SCF) was made specifically on this subject [10]. Here, such method is used to analyze the shear rate inside a concrete truck mixer for a wide range of cases. Previously in [11], such simulation was reported for the case of yield stress 50 Pa and plastic viscosity 50 Pa ⋅s, in which the aim was to verify a special truck mixer simulator.

In addition to the energy applied during mixing (i.e. shearing during mixing) [12], [13], [14], the shear history after mixing is also important [15], [16], [17]. This applies especially for binder rich concretes like the (rich) high performance concrete (HPC). This is due to the influence that the binder exerts on the concrete as a whole in terms of thixotropic- and structural breakdown behavior (these two terms are well explained in [18]). The rheological state of the binder depends heavily on the shear rate and especially on its history [15], [16], [17]. That is, in a highly agitated system (high shear rate), the cement particles will disperse, making the overall fresh concrete more flowable. While in a slowly agitated system, the cement particles will coagulate and thus thicken the overall fresh concrete.

The rheological properties of the fresh concrete depends on the proportions of each constituent as well as on their quality. However, as is apparent from the above paragraph, conditions like the shear rate during transport can play a major role on final workability. That is, a concrete batch with seemingly target rheological behavior at the ready mix plant can become unsuitable at the building site due to thixotropic thickening, caused by insufficient agitation during transport (i.e. low shear rate). The decrease in the slump during transport in truck mixer can be up to 90 mm, which corresponds to a deviation of one and a half consistency class [11]. Such could lead to the refusal of acceptance, or in the case of acceptance, make successful casting in awkward sections or through congested reinforcement difficult, resulting for example in honeycombing [1], [11].

In this work, the shear rate is analyzed inside the drum of a concrete fuel tank truck. This is done to better understand the potential effect of transport, from the ready mix plant to the building site, in terms of the concrete final rheological state. From Section 1.2, a higher shear rate will imply increased dispersion of the cement particles and thus more flowable concrete during the casting phase. Likewise, a lower shear rate will imply insufficient agitation, increased thixotropic rebuild and thus stiffer concrete during casting.

Because the shear rate within the drum is highly non-uniform and time dependent, meaning , a two step integration is most necessary to generate quantifiable values for analysis and comparison, which is shown later. The final outcome is given by and is simply referred to as “shear rate”. Here, this shear rate is analyzed as a function of drum rotational speed f = 0.03, 0.07, 0.11, 015, 019 and 0.23 rps (revolutions per second) and drum charge volume V = 2.6 m3, 5.4 m3 and 8.2 m3. In addition to this, the effect of yield stress τ0 = 0, 150 and 300 Pa and plastic viscosity μ = 25, 75 and 125 Pa ⋅s, is analyzed.

The simulation software used in this work is the OpenFOAM. It is licensed under the GNU General Public License (GNU GPL) and available at http://openfoam.org, without charge or annual fee of any kind. The benefits of using a GNU GPL licensed code rather than a closed commercial code, is that the user has always a full access to the source code, without any restriction, either to understand, correct, modify or enhance the software. Here, this is a highly desirable feature since a custom made solver is used for the current analysis. The software OpenFOAM is written in C++. As such, an object-oriented programming approach is used in the creation of data types (fields) that closely mimics those of mathematical field theory [19]. For the code parallelization and communication between processors, the domain decomposition method is used with the Message Passing Interface, or MPI [20]. In OpenFOAM, the collocated mesh system (in Cartesian coordinates) is applied in conjunction with the finite volume method (FVM).

The mesh in Fig. 1 is generated with a native OpenFOAM mesh utility called blockMesh. To investigate the mesh dependency of the numerical result, two different mesh densities (or mesh resolutions) are used, namely 58,888 and 372,568 cells, which are shown in the left and right illustrations of Fig. 1, respectively. For the former case, 88% of the cells are hexahedra, while it is 99% for the latter case. In either case, the remaining cells consist of prisms, tetrahedra and polyhedra. In the end of the mesh generation, its quality is checked with another native OpenFOAM utility, named checkMesh.

The internal dimensions shown to the left and right in Fig. 1 are identical and were directly measured at the local concrete premixing plant: the internals consists of two helix shaped blades, in which the blade thickness is roughly 8 mm, while the height is about 430 mm. The space between two adjacent blades is 620 mm on the average. As shown in Fig. 1, all these numbers vary as a function of the location within the drum. These number also change as a function of time, depending on drum usage. That is, the concrete wears and tears the internals of the drum with time.

Decrease of availability of fossil fuels and environment issues, push research towards the development of high efficiency power trains for vehicles that transport people, goods and mobile operating machines, like the concrete 5cbm mixer truck considered in this paper. Conventional concrete 3cbm mixer truck use diesel engine to move the truck and a hydraulic system which keep spinning the concrete drum. A hybrid powertrain based on battery-powered electrical drives can replace the conventional hydraulic system assuring an efficiency improvement. Furthermore, thanks to the reversibility of the electrical drives, it is possible to recover kinetic energy during the braking phases of the truck. Aim of this paper is to study and develop a hybrid powertrain for the concrete mixer drum. The study is based on a full energetic model of the vehicle developed for sizing the components and designing the control strategies. A model of the conventional hydraulic 8cbm mixer truck has also been proposed in order to evaluate the benefit introduced by the proposed hybrid system. Simulation models have been validated comparing experimental data collected on a conventional mixer truck in different operating conditions.

Most construction equipment is easy to understand. Cranes move things up and down. Dump trucks load up, move out and unload. Bulldozers push and graders grade. The one exception to this is the humble cement mixer, beloved by children, hated by in-a-hurry drivers, and misunderstood by most people outside the cab of the 30,000-pound (13,608-kilogram) behemoths.

While concrete has been around in one form or another since before the Romans built the Appian Way, the transit mixer is a child of the 20th century. But recent invention or not, the mixer is here to stay.

The misunderstanding begins with the name. What people refer to as a cement mixer is known in the construction industry as a concrete mixer and comes in a large number of types, sizes and configurations to handle the many tasks set before it each day. That need to fill so many roles means the machine is dynamic, changing shape and form as the needs of the people using concrete change as well.

In this article we'll examine some of the major types of mixers, from the traditional drum-shaped ready-mix transit mixer to the less-common but growing in popularity volumetric mixer, essentially a concrete plant on wheels. How cement mixers work and why they work the way they do is a fascinating combination of old and new technology. You'll never see a cement mixer the same way again.

But before we begin, let's clarify the difference between cement and concrete. In baking terms, the difference between concrete and cement is the difference between flour and a loaf of bread. Concrete is a generic term for a mix of aggregate -- usually stone or gravel, water and cement. Modern cement is a complex blend of finely ground minerals, and goes by the generic name of "portland." Concrete is made by combining the three ingredients in a mixer, whether that mixer is stationary or driving down the road, and the water is absorbed by the cement, which then binds the aggregate together, creating concrete.

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jacksonmattew · 4 years

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it-certificates · 3 years

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Latest 300-620 Exam Dumps – Success with CertificationsTime

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communityintrest · 4 years

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Latest 300-620 Exam Dumps For Best Preparation of 300-620 Questions

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gymnasticcrazy-blog · 6 years

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17M/5'11 First bulk, 132.5 to 149. Physical and Mental progress https://ift.tt/2QEgYr7

(IMAGE LINK AT BOTTOM, original post lacked detail, my bad)

Background:

Last winter I started to work out. It never really got too serious though, since I had no real drive, and the trainer at my school wasn't good. I stopped once track season started, and I didn't care too much.

That spring, in April, I had what started the most difficult life experience to date. My first girlfriend, who I had been with for 11 months dumped me. I don't need to go in much detail, but it was shitty as hell, and I ended up dropping a few pounds, going to 125lbs.

I was filled with sadness, insecurity, and anger. One of my closest friends, who happens to know his stuff about working out, wanted to be my personal trainer. He wants to pursue a future as one, and I trusted him, so I obliged.

This was in July. I hadn't started eating right at this point, I was really just getting a routine down, and figuring out how to work out. No real progress was made, just figuring out my starting points for various exercises.

When I actually started:

In mid September, I was ready. I started meal prepping and planning my meals. I'll never forget the first day I consumed 3,000 calories. I had never eaten so much in my life, I was constantly about to burst. It was honestly more difficult than working out, and I came incredibly close to throwing up that night.

Slowly, it became easier. I'd have days where I didn't meet the goal caloric intake, but I'd slowly make it more and more frequently.

After about a month I started to see some weight gain. I started to take creatine, and protein powder for protein shakes.

I continued eating as much as I could and consuming protein shakes after every workout, and I was making noticeable progress. I'd record my weight for different dates in a Google spreadsheet, and connect it to a chart and see a general upward trend. I made the goal of reaching 150lbs. Once I reached it, I'd buy myself a shirt and make a cutoff out of it.

Results, as of now:

Now when I look at myself, I feel satisfied. I'm by no means done gaining size, but I see myself and I feel happy. I'm more confident, I feel happier in general, and I feel accomplished. All of those times I struggled getting my food down, all of those difficult sets. They all went towards this. It truly is an amazing thing.

Additionally, it was the perfect way to let out all of my negative energy from the breakup. Playing some heavy tunes while giving a workout my all was a form of catharsis for me. I'd go in to the gym feeling like shit, and leave feeling independent and over the whole thing, even if it'd only last a few hours.

Clearly, I am a strong advocate for working out. YOU CAN DO IT

Routine:

I've been doing a standard bro split with Jeff cavaliere's six pack promise app for core exercises.

All exercises are done in 3 sets

Pull day consists of: Deadlift (8x155 from 8x115) Chin ups (can do 5-8 across 3 sets, just started doing them, so not much progress) Pronated pull down (10x100 from 10x80) Seated lat row (8x110 from 8x90) Preacher curl (10x45 from 10x35) Hammer curl (10x12 from 10x7.5) Shrugs (12x95 from 12x75) Pronated forearm curls (14x25 from 14x15) Supinated forearm curls (14x35 from 14x25)

Push day consists of:

Bench press (8x115 from 8x75) Incline DB press (10x60 from 10x40) Flat DB press (12x70 from 12x50) Overhead DB press (12x10 from 12x5) Skullcrushers (12x45 from 12x25) Tri pull downs (14x35 from 14x20) Side shoulder raises (12x10 from 12x5)

Leg day consists of

Squat (8x155 from 8x95) Calf press (42 sec count of 260 from 230) Front squat (8x95 from 8x65) Calf raises (40x105 from 40x85) Leg press (12x300 from 12x220) Hamstring curl (10x80 from 10x50) RDL (8x115 from 8x95)

Diet:

I start the day off with a pack of belvita breakfast biscuits, and quaker banana nut oatmeal, 620 cal

Later during my second class at school, I have another pack of belvita with 2 100 packs of almonds, 430 cal

I eat the school lunch, usually 2, with salad bar. Very roughly 400 cal

Later, during ym free block, I eat a pb and j sandwich with more belvita, 630 cal

I then work out 1.5 hours later, and have a protein shake when I'm done, consisting of:

2 bananas, 1 cup whole milk, 2 scoops gold standard whey, 1 scoop creatine, 3-4 tblsp peanut butter (rest of diet is really lean), quarter cup of oats. Roughly 1000 cal

After that, due to poor timing, I'll eat a small dinner (what I ate before I started working out) roughly 300 cal

Maybe have a glass of milk before bed, 150 cal

All about timing meals, and having a variety. I slowly varied my diet, and I've been able to eat a lot more.

https://imgur.com/gallery/PdOuN8Q

submitted by /u/turkishjedi21 [link] [comments] December 17, 2018 at 08:26AM

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weddings2018-blog · 6 years

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[Study Material] - Microsoft 70-463 Dumps Questions Lab Manual PDF Ebook Pdf

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