A constant vertical load was applied to the samples with a testing mac terjemahan - A constant vertical load was applied to the samples with a testing mac Bahasa Indonesia Bagaimana mengatakan

A constant vertical load was applie

A constant vertical load was applied to the samples with a testing machine, which was
insulated using kaowool. Fume extraction was provided. All samples tested were 10 mm
thick by 100 mm wide. This enabled a region 100 mm square to be exposed to the heat flux.
For the tensile loading, 40 mm long samples were loaded using the wedge grips of the
testing machine. In this mode it was necessary to insulate the upper grip with about 15 mm
thick kaowool to prevent it from overheating, and resulting in premature grip slippage.
For compressive loading, two types of test were carried out. Initially, 150 mm long
samples were simply supported, as in the previously reported compression tests. Global
Euler buckling limited the compressive stress that could be applied to these samples.
In order to achieve higher compressive stresses, nearer to the design stresses that might be
used in some composite structures, additional constraint was provided to delay the onset
of buckling. It was found that an excellent way of accomplishing this, while still allowing
a substantial region of the specimen to be subjected to heat flux, was to use a test jig
with anti-buckling guides similar to the well-known Boeing compression test [24], but with
a square, rather than rectangular sample. The set-up is shown in Figure 5.
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A constant vertical load was applied to the samples with a testing machine, which wasinsulated using kaowool. Fume extraction was provided. All samples tested were 10 mmthick by 100 mm wide. This enabled a region 100 mm square to be exposed to the heat flux.For the tensile loading, 40 mm long samples were loaded using the wedge grips of thetesting machine. In this mode it was necessary to insulate the upper grip with about 15 mmthick kaowool to prevent it from overheating, and resulting in premature grip slippage.For compressive loading, two types of test were carried out. Initially, 150 mm longsamples were simply supported, as in the previously reported compression tests. GlobalEuler buckling limited the compressive stress that could be applied to these samples.In order to achieve higher compressive stresses, nearer to the design stresses that might beused in some composite structures, additional constraint was provided to delay the onsetof buckling. It was found that an excellent way of accomplishing this, while still allowinga substantial region of the specimen to be subjected to heat flux, was to use a test jigwith anti-buckling guides similar to the well-known Boeing compression test [24], but witha square, rather than rectangular sample. The set-up is shown in Figure 5.
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Sebuah beban vertikal konstan diaplikasikan pada sampel dengan mesin uji, yang
terisolasi menggunakan kaowool. Ekstraksi asap diberikan. Semua sampel yang diuji adalah 10 mm
tebal dengan lebar 100 mm. Ini memungkinkan wilayah 100 mm persegi untuk terkena fluks panas.
Untuk pemuatan tarik, 40 mm sampel panjang yang dimuat menggunakan grip wedge dari
mesin uji. Dalam mode ini itu perlu untuk melindungi pegangan atas dengan sekitar 15 mm
kaowool tebal untuk mencegah dari overheating, dan mengakibatkan prematur grip selip.
Untuk beban tekan, dua jenis tes dilakukan. Awalnya, panjang 150 mm
sampel hanya didukung, seperti dalam tes kompresi dilaporkan sebelumnya. Global yang
Euler tekuk membatasi tegangan tekan yang dapat diterapkan untuk sampel ini.
Untuk mencapai tegangan tekan yang lebih tinggi, lebih dekat ke tekanan desain yang mungkin
digunakan dalam beberapa struktur komposit, kendala tambahan diberikan untuk menunda timbulnya
tekuk. Ditemukan bahwa cara terbaik untuk mencapai ini, sementara masih memungkinkan
wilayah besar dari spesimen yang akan mengalami panas fluks, adalah menggunakan jig tes
dengan anti-tekuk panduan mirip dengan Boeing tes kompresi terkenal [24] , tapi dengan
persegi, daripada sampel persegi panjang. Set-up ditunjukkan pada Gambar 5.
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