scholarly journals The bond shear strength of methacrylate materials used to reduce dental and alveolar undercuts

2018 ◽  
Vol 27 (4) ◽  
pp. 477-480
Author(s):  
Włodzimierz Więckiewicz ◽  
Marcin Kasiak ◽  
Natalia Grychowska ◽  
Joanna Smardz ◽  
Mariusz Pryliński
Keyword(s):  
Shear Strength ◽  
Bond Shear Strength ◽  
Materials Used

Research on the Package of High Voltage SiC JBS

2015 ◽  
Vol 713-715 ◽  
pp. 1038-1041
Author(s):  
Gang Chen ◽  
Ya Nan Li ◽  
Lin Wang ◽  
Ao Liu ◽  
Song Bai ◽  
...  
Keyword(s):  
Shear Strength ◽  
High Voltage ◽  
Wire Bonding ◽  
Strength Test ◽  
Strength Measurement ◽  
Shear Strength Test ◽  
Materials Used

According to the application of the high voltage SiC devices, studying the package of three kinds of SiC dies with different metals. Experiments show that all die wire bonding and shear strength measurement up to standard, and provide three kinds of packages for different applications, at the same time, filling the needs of producing. The purpose of the shear strength test is to determine the integrity of materials used to attach SiC die to package substrates.

Reliability and Corrosion Resistance of High Temperature Lead-Free BiAgX™ Paste

2014 ◽  
Vol 2014 (HITEC) ◽  
pp. 000347-000354 ◽  
Author(s):  
HongWen Zhang ◽  
RunSheng Mao ◽  
Ning-Cheng Lee ◽  
Satoshi Tanimoto
Keyword(s):  
Corrosion Resistance ◽  
Shear Strength ◽  
High Temperature ◽  
Salt Water ◽  
Lead Free ◽  
Water Spray ◽  
Bond Shear Strength ◽  
Die Attach ◽  
Increasing Temperature ◽  
Average Bond

The BiAgX™ paste, designed for die attach application, composed of the majority of BiAg powders (melting point >260°C) and the minority of additive powders. The additive powders are dominating the interfacial reaction to improve the wetting of the paste on various commonly-used surface finish materials. After reflow, the joint shows the above 260°C remelting temperature. The average bond shear strength of BiAgX joint between SiC die and AMBC-SiN substrate (Package A) decreases from 54MPa to 16MPa with increasing temperature from RT to 250°C. Upon thermal storage at 200°C or 230°C for 3000hrs, the bond shear strength decreases from 54MPa to 38MPa and 21MPa, respectively. Upon thermal cycling from −55°C to 125°C for 2000cycles and thermal shock from −55°C to 150°C for 2000cycles, BiAgX outperforms Pb5Sn2.5Sn (Package B). BiAgX also show the better corrosion resistance than SAC305 and Pb5Sn2.5Ag under 96hrs salt water spray (SWS) tests.

Wettability and Bond Shear Strength of Sn-9Zn Lead-Free Solder Alloy Reflowed on Copper Substrate

2015 ◽  
Vol 830-831 ◽  
pp. 215-218 ◽  
Author(s):  
Sanjay Tikale ◽  
Mrunali Sona ◽  
K.N. Prabhu
Keyword(s):  
Shear Strength ◽  
Solder Alloy ◽  
Copper Substrate ◽  
Bulk Solder ◽  
Lead Free ◽  
Lead Free Solder ◽  
Reflow Time ◽  
Bond Shear Strength ◽  
Lead Free Solder Alloy ◽  
Free Solder

Lead-free solders are environment friendly and are in great demand for microelectronic applications. In the present study, Sn-9Zn lead free solder alloy was solidified on Cu substrate for different reflow times from 10 to 1000s. The influence of reflow time on wetting, formation of intermetallic compounds (IMCs) and bond shear strength was studied using dynamic contact angle analyzer, bond tester and scanning electron microscopy. The results indicate that, the wettability of the solder alloy increased with increase in reflow time. Microstructure study revealed the presence of Cu5Zn8 and CuZn5 IMCs at the interface. The thickness of an IMC increased with increase in the reflow time. The mean thickness of about 11μm for Cu5Zn8 IMC layer was observed for the reflow time of 1000s. The thickness of CuZn5 layer increased up to a reflow time of 100s and decreases thereafter. The bond shear strength increased up to 100s and decreased with increase in reflow time. The decrement in shear strength at higher reflow time is mainly due to excessive thickness of Cu5Zn8 IMC layer and diffusion of Sn from bulk solder towards the substrate. The excessive thick IMC layer exhibited pre micro-cracks led to the brittle failure of bond under the influence of shear stress.

scholarly journals Kajian Eksperimental Sifat Mekanik Panel Cross Laminated Timber Kayu Sengon dan Kayu Jabon (Hal. 78-87)

2018 ◽  
Vol 4 (4) ◽  
pp. 78
Author(s):  
Irfan Naufal Abdurrahman ◽  
Heru Juhdi Gultom ◽  
Erma Desmaliana
Keyword(s):  
Shear Strength ◽  
Natural Rubber ◽  
Polyvinyl Acetate ◽  
Natural Rubber Latex ◽  
Strength Testing ◽  
Shear Load ◽  
Rubber Latex ◽  
Cross Laminated Timber ◽  
Cross Linker ◽  
Materials Used

ABSTRAKPanel Cross Laminated Timber (CLT) merupakan rekayasa kayu dengan penyusunan kayu dengan arah bersilangan 90  Material kayu yang digunakan yaitu kayu Sengon dan kayu Jabon. Pembuatan panel CLT menggunakan perekat Polyvinyl Acetate, Cross-linker, dan Lateks Karet Alam dengan perbandingan 1:1 untuk base dan 15% untuk katalisator. Tujuan dari penelitian ini, untuk mengetahui kinerja panel CLT kayu Sengon dan kayu Jabon terhadap beban tekan dan geser. Pembuatan panel CLT dilakukan dengan menggunakan kempa dingin dan dimensi panel CLT yang digunakan yaitu 950mm 950mm 120mm. Hasil pengujian eksperimental pada benda uji small clear, didapatkan bahwa kayu jabon dan kayu sengon masuk kedalam kelas kuat V. Kapasitas tekan panel CLT kayu Sengon lebih kuat dibandingkan CLT Jabon yaitu 12,196 MPa dengan defleksi 10,51 mm dan kapasitas tekan panel CLT Kayu Jabon 9,572 MPa dengan defleksi 2,67. Pada pengujian kuat geser Panel CLT kayu Sengon menghasilkan nilai kuat geser lebih baik dari pada CLT kayu Jabon sebesar 0,09 MPa, dan kuat geser CLT kayu Jabon 0,089 MPa. Kata kunci: cross laminated timber, perekat, kuat tekan, kuat geser, defleksi. ABSTRACTCross Laminated Timber (CLT) Panel Is wood engineering with wood’s arrangement cross direction 90°. Wood materials used Sengon and Jabon. Making CLT panels using Polyvinyl Acetate, Cross-linker, and Natural Rubber Latex adhesives with a ratio of 1:1 for base and 15% for catalyst. The purpose of this research is to know the performance of Sengon and Jabon wood CLT panels against press and shear load. CLT panel is made by used cold press processed and the CLT panel dimensions used is 950mm 950mm 120mm. The results of small clear test object, found that Jabon wood and sengon wood were included in the strong V class.The compressive capacity of Sengon wood CLT panel is stronger than Jabon CLT which is 12.196 MPa with 10.51 mm deflection and the compressive capacity of Jabon CLT panel is 9.572 MPa with a deflection of 2.67. The shear strength testing of Sengon wood CLT Panel produces better shear strength than Jabon wood. Shear strength Sengon’s CLT is 0.089 MPa and Jabon’s CLT is 0.128 MPa.Keywords: cross laminated timber, glue, compression strength, shear strength, deflection.

Assessing the Moisture Susceptibility at Interface of Asphalt Concrete Pavement Layers

2020 ◽  
Vol 1 (1) ◽  
Author(s):  
Saad Issa Sarsam ◽  
Samah Abdulrazzaq AL Nuaimi
Keyword(s):  
Shear Strength ◽  
Asphalt Concrete ◽  
Moisture Damage ◽  
Shear Stresses ◽  
Horizontal Deformation ◽  
Moisture Susceptibility ◽  
Cyclic Shear ◽  
Bond Shear Strength ◽  
Application Rates ◽  
Tack Coat

The asphalt concrete flexible pavement consists of many layers interconnected by tack coat binder. The resistance of the bonding tack coat to the impact of moisture that ingress through the cracks into the interface of asphalt concrete can cause premature matrix degradation of pavement structure. In this investigation, the influence of moisture susceptibility on the bond strength and horizontal deformation of three layers of asphalt concrete are assessed under repeated shear stresses. The suitability of two types of tack coat (Rapid curing cutback RC-70 and medium setting cationic emulsion CMS) to support the resistance to moisture damage have been investigated. Asphalt concrete slab specimens have been prepared with the aid of roller compactor for the typical three layers usually implemented in flexible pavement in Iraq (wearing, binder and asphalt stabilized base courses) with (12, 19.5 and 25) mm nominal maximum size of aggregate. Layers were bonded by tack coat after construction of the bottom layers. Core specimens have been obtained and subjected to moisture damage then practiced 1200 cyclic shear stresses in the Pneumatic Repeated Load System PRLS using a special manufactured mold. Control core specimens have been obtained and practiced 1200 cyclic shear stresses. Specimens were tested for bond shear strength. The bond shear strength and horizontal deformation under repeated shear stresses were analyzed and compared. It was concluded that the horizontal permanent deformation increases by a range of (4 -27) % and (2-57) % after moisture damage when RC-70 and CMS tack coat were implemented respectively at various application rates. However, the reduction in bond shear strength due to moisture damage ranges between (2-17) % and (5 -30) % for RC-70 and CMS Tack coat interfaces. CMS tack coat exhibits higher bond shear strength ratio BSSR than RC-70 tack coat for all the application rates and is recommended for use from the moisture susceptibility point of view. Keywords: Moisture Susceptibility; Interface; Asphalt Concrete; Bond Shear; Horizontal Deformation; Tack Coat;

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