Font Size: a A A
Keyword [Bond strength]
Result: 161 - 180 | Page: 9 of 10
161. Design And Microstructure Control Of Transition Layer Of Steel/Aluminum Heterointerface Prepared By Laser Additive Manufacturing
162. Cross-scale Variation Characteristics And Correlation Of FRP/RPUF Interface Bonding Strength Of Composite Insulating Cross-arms Under Moisture Intrusion
163. Experimental Study On Bond Properties Between Cementitious Grout Material And Deformed Steel Bar
164. Study On Bonding Strength And Evaluation Method Of Laser Repair Interface
165. Study On Bond Damage Mechanism And Calculation Model Between Steel Bar And FSLC
166. Multi-angle Bond Strength Simulation And Design Of Heat-resistant Energetic Material Molecules
167. Study On The Influence Of Window Side Drilling Process On Cement Ring Cement Strength And Production Casing Strength
168. Research On ABS Fused Deposition Modeling’s Heat Transport And Bonding Mechanisms Based On Ultrasonic Vibration
169. Bond-Slip Behavior Between Ribbed Cfrp Bars And Ultra-High-Performance Concrete
170. Study On Preparation And Properties Of Soybean Protein Adhesive Modified By Epoxide
171. Experimental Study On The Bonding Performance Of Polypropylene Fiber Concrete After High Temperature
172. Experimental Study On The Bond Property Of Steel Reinforcement And Steel Fiber Reinforced Concrete After High Temperature Water Jet Cooling
173. Study On The Mechanism Of Recycled Concrete Powder Modified Asphalt Mortar And Its Interfacial Adhesion Performance With Recycled Aggregate
174. Study On Preparation And Properties Of Modified Repair Materials For Anticorrosive Formwork-concrete Interface
175. Bond Behavior Between Steel Bars And 3D Printed Concrete
176. Study On Bonding Properties Of Basalt Fiber Reinforced Polymer And Ultra-High Performance Concrete
177. Study On Repair Property Of Modified Sulfoaluminate Cement Mortar Under Typical Northwest Environment
178. Surface-Modified Steel Fiber Concrete Preparation And Performance Study
179. Study On Bond-slip Properties Of Geopolymer Recycled Brick Aggregate Concrete And Steel Bar After Room Temperature And High Temperature
180. Mechanical Properties And Interfacial Bonding Strength Of Microcellular Foaming And In-Mold Decoration Combined Injection Molding
  <<First  <Prev  Next>  Last>>  Jump to