BIOMARKERS

Molecular Biopsy of Human Tumors

- a resource for Precision Medicine *

154 related articles for article (PubMed ID: 36556815)

  • 1. 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]  

  • 2. 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]  

  • 3. 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]  

  • 4. Bond Stress-Slip Model of BFRP Grid to ECC.
    Deng L; Li T; Zhong M; Liao L; Li H
    Materials (Basel); 2022 Nov; 15(22):. PubMed ID: 36431450
    [TBL] [Abstract][Full Text] [Related]  

  • 5. Influence of Corrosion on the Bond-Slip Behaviour between Corroded Bars and Concrete.
    Zhao C; Ying Z; Du C; Yang S; Liu H
    Materials (Basel); 2023 Nov; 16(23):. PubMed ID: 38068111
    [TBL] [Abstract][Full Text] [Related]  

  • 6. Bond Properties of Steel Bar in Concrete under Water Environment.
    Song L; Qu F; Liu G; Zhao S
    Materials (Basel); 2019 Oct; 12(21):. PubMed ID: 31717756
    [TBL] [Abstract][Full Text] [Related]  

  • 7. Corrosion-Effected Bond Behavior between PVA-Fiber-Reinforced Concrete and Steel Rebar under Chloride Environment.
    Zhang X; Wu X; Wang Y
    Materials (Basel); 2023 Mar; 16(7):. PubMed ID: 37048960
    [TBL] [Abstract][Full Text] [Related]  

  • 8. Effect of Corrosion on the Bond Behavior of Steel-Reinforced, Alkali-Activated Slag Concrete.
    Cui Y; Qu S; Gao K; Tekle BH; Bao J; Zhang P
    Materials (Basel); 2023 Mar; 16(6):. PubMed ID: 36984140
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Study on Bond-Slip Behavior between Seawater Sea-Sand Concrete and Carbon Fiber-Reinforced Polymer (CFRP) Bars with Different Surface Shapes.
    Gao J; Xu P; Fan L; Terrasi GP
    Polymers (Basel); 2022 Jun; 14(13):. PubMed ID: 35808733
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Experimental Study on Secondary Anchorage Bond Performance of Residual Stress after Corrosion Fracture at Ends of Prestressed Steel Strands.
    Yang R; Yang Y; Zhang X; Wang X
    Materials (Basel); 2023 Nov; 16(23):. PubMed ID: 38068185
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Experimental Study on Bond Performance of Carbon- and Glass-Fiber Reinforced Polymer (CFRP/GFRP) Bars and Steel Strands to Concrete.
    Zhao J; Luo X; Wang Z; Feng S; Gong X; Shumuye ED
    Materials (Basel); 2021 Mar; 14(5):. PubMed ID: 33800066
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Experimental Study on Bond-Slip Behavior between Corroded I-Shaped Steel and Concrete in Subsea Tunnel.
    Wang M; Zhang Y; Yu L; Dong Y; Tian Y; Zhou G
    Materials (Basel); 2019 Sep; 12(18):. PubMed ID: 31491906
    [TBL] [Abstract][Full Text] [Related]  

  • 13. Interfacial Bond-Slip Model for CFRP Plate Externally Bonded to Corroded Steel Plate.
    Li A; Xu S
    Materials (Basel); 2022 Nov; 15(23):. PubMed ID: 36499984
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Experimental study of the bond behavior of 400MPa grade hot-rolled ribbed steel bars in steel fibre reinforced concrete.
    Zhao M; Li J; Xie YM; Shen J; Li C
    Sci Rep; 2024 Feb; 14(1):4066. PubMed ID: 38374193
    [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. Study of Bond-Slip Behavior and Constitutive Model of a New M-Section Steel-Skeleton Concrete.
    Wei J; Yang Q; Yu Y; Wang Q; Zhou L; Chen F
    Materials (Basel); 2022 Sep; 15(19):. PubMed ID: 36234117
    [TBL] [Abstract][Full Text] [Related]  

  • 17. 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]  

  • 18. Experimental and Numerical Study on Interface Bond Strength and Anchorage Performance of Steel Bars within Prefabricated Concrete.
    Hu Z; Shah YI; Yao P
    Materials (Basel); 2021 Jul; 14(13):. PubMed ID: 34279282
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Bonding Performance of Glass Fiber-Reinforced Polymer Bars under the Influence of Deformation Characteristics.
    Xie F; Tian W; Diez P; Zlotnik S; Gonzalez AG
    Polymers (Basel); 2023 Jun; 15(12):. PubMed ID: 37376250
    [TBL] [Abstract][Full Text] [Related]  

  • 20. 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]  

    [Next]    [New Search]
    of 8.