Hongxia Qiao

Prof. Hongxia Qiao


Research Focus & Metrics

Academic Career Length

9Years (2018-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 September 2020 in Construction and Building Materials
Verified
Journal Article
Closed access
PWPenghui Wang
Penghui Wang
HQHongxia Qiao
Hongxia Qiao
YZYunsheng Zhang
Yunsheng Zhang
YLYuanke Li
Yuanke Li
QFQiong Feng
Qiong Feng
KCKefan Chen
Kefan Chen

16 August 2023 in Construction and Building Materials
Verified
Journal Article
Closed access
YFYong Fu
Yong Fu
HQHongxia Qiao
Hongxia Qiao
QFQiong Feng
Qiong Feng
KCKeFan Chen
KeFan Chen
YLYanQi Li
YanQi Li
YZYunSheng Zhang
YunSheng Zhang

4 April 2024 in Construction and Building Materials
Verified
Journal Article
Closed access
QFQiong Feng
Qiong Feng
XXXiaoyang Xie
Xiaoyang Xie
PWPenghui Wang
Penghui Wang
HQHongxia Qiao
Hongxia Qiao
YZYunsheng Zhang
Yunsheng Zhang
YMYunxia Ma
Yunxia Ma

21 October 2023 in Construction and Building Materials
Verified
Journal Article
Closed access
RSRui Su
Rui Su
HQHongxia Qiao
Hongxia Qiao
QLQiong Li
Qiong Li
LSLi Su
Li Su

1 November 2023 in Journal of Materials in Civil Engineering
Verified
Journal Article
Closed access
HTHaozheng Tian
Haozheng Tian
HQHongxia Qiao
Hongxia Qiao
QFQiong Feng
Qiong Feng
WHWenwen Han
Wenwen Han

1 April 2019 in KSCE Journal of Civil Engineering
Verified
Journal Article
Open access
PDF file
XGXiangke Guo
Xiangke Guo
HQHongxia Qiao
Hongxia Qiao
BZBinrong Zhu
Binrong Zhu
PWPenghui Wang
Penghui Wang
SWShaoyong Wen
Shaoyong Wen
Due to the time-varying characteristics of the durability of a concrete structure, a long duration of exposure and monitoring in natural conditions is required. The present research provided the indoor accelerated life testing of concrete, which simulated the special natural environments in the Xining area, including solar radiation, dry-wet circulation, freeze-thaw cycle, and salt corrosion. The measured dynamic modulus was taken as an evaluation index for the durability of concrete, and the change of the relative dynamic modulus of the specimen was studied. Meanwhile, a two-parameter Weibull distribution and three-parameter Weibull distribution were proposed based on the stochastic analysis method in order to assess the durability of concrete structure. It has been observed that the indoor accelerated life testing of concrete can make up for the shortcomings of long-term exposure under natural conditions. The variation of the relative dynamic modulus can effectively reflect the durability of the concrete degradation process. By contrasting two methods of stochastic analysis, the three-parameter Weibull distribution method is better to fit the accelerated life data of concrete specimens and to evaluate the durability of concrete structures during service.