121 related articles for article (PubMed ID: 37297091)
1. Experimental Study on Lap-Spliced Performance of High-Strength Stainless Steel Wire Mesh in Engineering Cementitious Composites.
Zou X; Zhang X; Li Z; Zhu J
Materials (Basel); 2023 May; 16(11):. PubMed ID: 37297091
[TBL] [Abstract][Full Text] [Related]
2. Analytical and Numerical Modeling of the Pullout Behavior between High-Strength Stainless Steel Wire Mesh and ECC.
Zou X; Liu Y; Zhu J; Li K; Cao J
Materials (Basel); 2022 Aug; 15(16):. PubMed ID: 36013784
[TBL] [Abstract][Full Text] [Related]
3. Experimental Study on the Flexural Behavior of Lap-Spliced Ultra-High-Performance Fiber-Reinforced Concrete Beams.
Bae BI; Choi HK
Polymers (Basel); 2022 May; 14(11):. PubMed ID: 35683811
[TBL] [Abstract][Full Text] [Related]
4. Bond Degradation Mechanism and Constitutive Relationship of Ribbed Steel Bars Embedded in Engineered Cementitious Composites under Cyclic Loading.
Pan J; Lu T; Deng M
Materials (Basel); 2022 Dec; 16(1):. PubMed ID: 36614591
[TBL] [Abstract][Full Text] [Related]
5. Experimental Research on the Bond Performance between SMAF-ECC Composites and Steel Bar.
Yang Z; Li S; Gao F; Wang R
Materials (Basel); 2023 Jul; 16(14):. PubMed ID: 37512310
[TBL] [Abstract][Full Text] [Related]
6. FiberWire is superior in strength to stainless steel wire for tension band fixation of transverse patellar fractures.
Wright PB; Kosmopoulos V; Coté RE; Tayag TJ; Nana AD
Injury; 2009 Nov; 40(11):1200-3. PubMed ID: 19524229
[TBL] [Abstract][Full Text] [Related]
7. Study on Bond Performance between Corroded Deformed Steel Bar and DS-ECC.
Liu T; Li X; Che J
Materials (Basel); 2022 Dec; 15(24):. PubMed ID: 36556815
[TBL] [Abstract][Full Text] [Related]
8. Flexural Strengthening of RC Slabs with Lap-Spliced Carbon Textile Grids and Cementitious Grout.
Kim HY; You YJ; Ryu GS
Materials (Basel); 2022 Apr; 15(8):. PubMed ID: 35454543
[TBL] [Abstract][Full Text] [Related]
9. Tensile strength of wire-reinforced bone cement and twisted stainless-steel wire.
Taitsman JP; Saha S
J Bone Joint Surg Am; 1977 Apr; 59(3):419-25. PubMed ID: 849961
[TBL] [Abstract][Full Text] [Related]
10. Feasibility Study on the Steel-Plastic Geogrid Instead of Wire Mesh for Bolt Mesh Supporting.
Wang Q; Wang D; Li Y; Liu W; Tian C; Shi Z; Wang K; Song H; Hu Z; Zhang X; Liang X; Tang F; Tang X; Liu Z; Zhang M
Materials (Basel); 2022 Mar; 15(6):. PubMed ID: 35329733
[TBL] [Abstract][Full Text] [Related]
11. Fiber Synergy of Polyvinyl Alcohol and Steel Fibers on the Bond Behavior of a Hybrid Fiber-Reinforced Cementitious Composite.
Liu W; Han J
Materials (Basel); 2024 Jan; 17(3):. PubMed ID: 38591488
[TBL] [Abstract][Full Text] [Related]
12. Experimental Investigation on the Quasi-Static Tensile Capacity of Engineered Cementitious Composites Reinforced with Steel Grid and Fibers.
Li L; Liu W; Wu J; Wu W; Wu M
Materials (Basel); 2019 Aug; 12(17):. PubMed ID: 31438637
[TBL] [Abstract][Full Text] [Related]
13. Bond-Slip Performances of Ultra-High Performance Concrete Steel Tube Columns Made of a Large-Diameter Steel Tube with Internally Welded Steel Bars.
Deng N; Zhao H; Yao D; Tang Z
Materials (Basel); 2023 May; 16(10):. PubMed ID: 37241463
[TBL] [Abstract][Full Text] [Related]
14. Experimental Study on Bond Behavior of Glass Textile Mesh in Earth-Based Matrix.
Han W; Wu F; Zhao Y; Wang H; Chu S
Materials (Basel); 2023 Jan; 16(3):. PubMed ID: 36770164
[TBL] [Abstract][Full Text] [Related]
15. Basic Mechanical Properties of Duplex Stainless Steel Bars and Experimental Study of Bonding between Duplex Stainless Steel Bars and Concrete.
Li Q; Cui Y; Wang J
Materials (Basel); 2021 Jun; 14(11):. PubMed ID: 34205945
[TBL] [Abstract][Full Text] [Related]
16. Comparison of the mechanical properties of different tension band materials and suture techniques.
Harrell RM; Tong J; Weinhold PS; Dahners LE
J Orthop Trauma; 2003 Feb; 17(2):119-22. PubMed ID: 12571501
[TBL] [Abstract][Full Text] [Related]
17. Adhesive properties of bonded orthodontic retainers to enamel: stainless steel wire vs fiber-reinforced composites.
Foek DL; Ozcan M; Krebs E; Sandham A
J Adhes Dent; 2009 Oct; 11(5):381-90. PubMed ID: 19841765
[TBL] [Abstract][Full Text] [Related]
18. Experimental and Numerical Analyses of Stud Shear Connectors in Steel-SFRCC Composite Beams.
Peng K; Liu L; Wu F; Wang R; Lei S; Zhang X
Materials (Basel); 2022 Jul; 15(13):. PubMed ID: 35806789
[TBL] [Abstract][Full Text] [Related]
19. Experimental Study on the Slip Behaviour of Stainless Steel High-Strength Bolted Connections with a New Surface Treatment.
Zhang T; Bu Y; Wang Y; Chen Z; He W
Materials (Basel); 2022 Aug; 15(16):. PubMed ID: 36013808
[TBL] [Abstract][Full Text] [Related]
20. Fatigue testing of cerclage stainless steel wire fixation.
Bostrom MP; Asnis SE; Ernberg JJ; Wright TM; Giddings VL; Berberian WS; Missri AA
J Orthop Trauma; 1994 Oct; 8(5):422-8. PubMed ID: 7996326
[TBL] [Abstract][Full Text] [Related]
[Next] [New Search]