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Accelerating Tests for the Performance Deterioration of Concrete Exposed to Chloride Media

机译：暴露于氯化物介质的混凝土性能劣化的加速试验

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Xue Wen; Zhang Lei; Xiong Yongguang; Chen Ju; Jin Weiliang;
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年度 2012
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1. THE CHLORIDE PONDING TEST AND ITS CORRELATION TO THE ACCELERATED CHLORIDE MIGRATION TEST FOR CONCRETE [J] . Chung-Chia Yang, Shih-Che Chiang Journal of the Chinese Institute of Engineers. Series A . 2006,第6期

机译：氯化物粘结试验及其与混凝土加速氯化物迁移试验的关系
2. An accelerated testing protocol for assessing microbially induced concrete deterioration during the bacterial attachment phase [J] . Erbektas Ali Riza, Isgor O. Burkan, Weiss W. Jason Cement & concrete composites . 2019,第期

机译：一种加速测试方案，用于评估细菌附着阶段的微生物诱导的混凝土劣化
3. Investigation of the effects of acid rain on the deterioration of cement concrete using accelerated tests established in laboratory [J] . Shaodong Xie, Li Qi, Ding Zhou Atmospheric environment . 2004,第27期

机译：通过实验室建立的加速试验研究酸雨对水泥混凝土劣化的影响
4. Accelerating tests for the performance deterioration of concrete exposed to chloride media [C] . Wen Xue, Lei Zhang, Yongguang Xiong Chinese Materials Conference . 2013

机译：暴露于氯化物介质的混凝土性能恶化的加速试验
5. Bulk diffusion of high performance concrete specimens exposed to different levels of sodium chloride and seawater [D] . Arias, Wendy Johanna 2014

机译：高性能混凝土试样在不同浓度的氯化钠和海水中的大量扩散
6. Rebar Corrosion Investigation in Rubber Aggregate Concrete via the Chloride Electro-Accelerated Test [O] . Jian Liang, Han Zhu, Lei Chen, 2019

机译：通过氯化物电加速试验研究橡胶集料混凝土中的钢筋腐蚀
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. Performance of Two Concrete Bridges at the Facility for Accelerated Service Testing for 500 MGT. Research Results [R] . 2008

机译：500 mGT加速检修设施中两座混凝土桥梁的性能。研究结果

Accelerating Tests for the Performance Deterioration of Concrete Exposed to Chloride Media

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