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    Tensile Testing of Age-Dependent HESUHPC-NSC Composite at Typical Season Temperatures in Changsha, China 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 009:;page 06022004
    Author(s): Yanping Zhu; Yang Zhang; Shuilong He
    Publisher: ASCE
    Abstract: The ultrahigh-performance concrete (UHPC)-normal strength concrete (NSC) composite has been increasingly used for improving mechanical performance and durability of engineering structures. The UHPC-NSC composite structures ...
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    Flexural and Tensile Strength of Ultra-High-Performance Concrete with ZnPh-Treated Steel Fibers 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 010
    Author(s): Yanping Zhu; Yang Zhang; Shaoqin Qu; Aditya Kumar
    Publisher: ASCE
    Abstract: This study demonstrates the use of novel zinc phosphate (ZnPh)-treated steel fibers in ultra-high-performance concrete (UHPC), replacing the commonly used steel fibers. The effects of ZnPh-treated steel fibers on tensile ...
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    Full-Scale Experimental Verification of UHPC-RC Composite Slab Culvert with a Clear Span of 8 m 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 012
    Author(s): Banfu Yan; Minghong Qiu; Tiansheng Zeng; Xudong Shao; Yanping Zhu; Mian Li
    Publisher: ASCE
    Abstract: To enhance the structural performance and durability of a conventional reinforced concrete (RC) cover slab over a culvert as well as to improve its spanning ability, this paper presents a novel ultrahigh-performance concrete ...
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    Double-Tensioned Steel Strands Vertical Prestress System on the Webs of Long-Span PC Box-Girder Bridges 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 006:;page 05021005-1
    Author(s): Yang Zhang; Yanping Zhu; Xudong Shao; Bin Li
    Publisher: ASCE
    Abstract: Using low-retraction double-tensioned steel strands vertical prestress system (DTSSVPS) to replace finish rolled rebars (FRR) a vertical prestress system could effectively enhance the vertical prestress efficiency and ...
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    Existing Inverse Analysis Approaches for Tensile Stress–Strain Relationship of UHPC with Treated Steel Fibers 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 006:;page 04021118-1
    Author(s): Yanping Zhu; Yang Zhang; Husam H. Hussein; Shaoqin Qu
    Publisher: ASCE
    Abstract: Based on the limited information on the tensile stress–strain relationship of ultra-high-performance concrete (UHPC) with treated fibers, the objective of the present research is to experimentally investigate the flexural ...
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    Effect of Aspect Ratios of Hooked End and Straight Steel Fibers on the Tensile Strength of UHPFRC 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 007:;page 04022131
    Author(s): Minghong Qiu; Xudong Shao; Yanping Zhu; Husam H. Hussein; Fangyuan Li; Xuefeng Li
    Publisher: ASCE
    Abstract: Ultra-high-performance fiber reinforced concrete (UHPFRC) exhibits strain hardening and multiple cracking behaviors when subjected to tension load. There are limited studies on the effect of steel fiber aspect ratios on ...
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    Flexural Study on UHPC–Steel Composite Beams with Joints under Negative Bending Moment 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 010
    Author(s): Yanping Zhu; Yang Zhang; Husam H. Hussein; Shukun Cai
    Publisher: ASCE
    Abstract: This research aims to experimentally investigate the flexural behavior of ultra-high-performance concrete (UHPC)–steel composite beams with joints under a negative bending moment in order for the results to be used in the ...
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