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An experimental investigation into the influence of specimen size, in-situ pore pressures and temperatures on the spalling of difference size concrete panels when exposed to a hydrocarbon fire

机译：对烃火灾施加差尺寸混凝土板剥落时，原位孔隙压力和温度对碳氢化合物火灾的施用实验研究

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M. Guerrieri; S. Fragomeni;
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年度 2013
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1. An experimental investigation into the influence of specimen size, in-situ pore pressures and temperatures on the spalling of difference size concrete panels when exposed to a hydrocarbon fire [J] . M. Guerrieri, S. Fragomeni MATEC Web of Conferences . 2013,第3期

机译：对暴露于碳氢化合物火中的试样尺寸，原位孔隙压力和温度对不同尺寸混凝土板剥落的影响进行实验研究
2. A numerical investigation of the influence of pore pressures and thermally induced stresses for spalling of concrete exposed to elevated temperatures [J] . H.L. Zhang, C.T. Davie Fire Safety Journal . 2013,第jula期

机译：孔隙压力和热应力对高温下混凝土剥落影响的数值研究
3. Effect of aggregate size on the spalling of high-strength wall panels exposed to hydrocarbon fire [J] . Mohd Ali Ahmad Zurisman, Sanjayan Jay G., Guerrieri Maurice Journal of materials in civil engineering . 2017,第12期

机译：骨料尺寸对暴露于碳氢化合物火的高强度墙板剥落的影响
4. INFLUENCE OF SPECIMEN SIZE ON THE SCC GROWTH RATE OF NI-ALLOYS EXPOSED TO HIGH TEMPERATURE WATER [C] . Edward Richey, David S. Morton, William C. Moshier NACE International CORROSION/2006 Conference . 2006

机译：标本大小对暴露于高温水中的镍合金的SCC生长速率的影响
5. Carbonate Reservoir Characterization Experimental and Numerical Study of Overburden Pressure, Pore Size Distribution, Capillary Pressure, Porosity and Permeability in Ab-Teymur Oil Field. [D] . Shafiee, Mohammad Ebrahim. 2010

机译：Ab-Teymur油田碳酸盐岩储层表征实验及数值模拟，研究其上覆压力，孔隙大小分布，毛细管压力，孔隙度和渗透率。
6. Experimental data on strength properties of mussel shell concretes and specimen size effect [O] . Costas A. Anagnostopoulos, Denis Cabja, Chrysi A. Papadimitriou 2021

机译：关于贻贝壳混凝土和标本尺寸效应强度性能的实验数据
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。

An experimental investigation into the influence of specimen size, in-situ pore pressures and temperatures on the spalling of difference size concrete panels when exposed to a hydrocarbon fire

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