首页|普通混凝土-高延性混凝土组合式机场道面结构应力响应分析

普通混凝土-高延性混凝土组合式机场道面结构应力响应分析

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由于普通混凝土(Regular Concrete,RC)弯拉强度较低、韧性差、易开裂,用于机场道面易出现断板、脱空和开裂等病害;高延性混凝土(High Ductility Concrete,HDC)具有高强度、高韧性和高抗裂性能,因此提出一种新型普通混凝土-高延性混凝土(RC-HDC)组合式机场道面结构,设计了RC单层板、HDC单层板和RC-HDC 组合板3种机场道面结构.考虑基层支撑、接缝传荷能力和复杂起落架作用,建立了三维刚性道面有限元模型,分析了不同飞机荷载、道面板结构、道面板厚度、基层厚度、基层模量和土基反应模量等因素下的道面板应力响应,并计算了不同飞行区等级下的道面板最小设计厚度.研究结果表明:HDC单层板和RC-HDC组合板的弯拉强度为20 MPa和18 MPa,分别是RC单层板的4倍和3.6倍;RC-HDC组合板能够发挥HDC高弯拉强度和RC高模量的优势;对于相同道面结构,单轴单轮起落架荷载作用下道面板应力最大,双轴双轮起落架作用下道面板应力最小;4C、4D、4E、4F飞行区等级下,RC-HDC组合板的最小设计厚度分别为RC单层板的38.6%、39.0%、39.9%、41.5%;采用RC-HDC组合板不仅可以大幅减小道面板厚度,而且具有较好的经济性.
Stress Response of RC-HDC Composite Airport Pavement Structure
Due to the low flexural and tensile strength,poor toughness,and susceptibility to cracking of regular cement concrete(RC),it is prone to diseases such as broken boards,voids,and cracks when used on airport pavement;High ductility concrete(HDC)has high strength,toughness,and crack resistance.therefore a new type of ordinary con-crete high ductility concrete(RC-HDC)composite airport pavement structure is proposed.Three types of airport pavement structures were designed including RC single-layer plate,HDC single-layer plate,and RC-HDC com-posite plate.Considering base support,joint load transfer capacity and complex landing gear,a 3D rigid pavement finite element model was established to analyze the stress responses of the airport pavements under different aircraft loads,airport pavement structure types,plate thicknesses,base thicknesses,base modulus and soil reaction modu-lus.The minimum design thickness of airport pavement plate was calculated under different airfield area classes.The results indicate that the flexural strength of the HDC single-layer plate and RC-HDC composite plate was 20 MPa and 18 MPa,which are 4 times and 3.6 times that of the RC single-layer plate,respectively;RC-HDC composite plate had the advantages of high flexural strength of HDC and high flexural modulus of RC;For the same airport pavement structure,the stress is the largest under the load of single-axle with single-wheel landing gear,and one is the smallest stress on the airport pavement under the load of double-axle with double-wheel landing gear;Under the airfield area classes of 4C,4D,4E and 4F,the minimum required design thickness of RC-HDC composite plate are 38.6%,39.0%,39.9%,and 41.5%of the RC single-layer plate,respectively.RC-HDC composite plate can not only significantly decrease the airport pavement thickness,but also has better economic benefit.

airport engineeringregular concrete(RC)high ductility concrete(HDC)composite airport pave-mentfinite element simulation

王晓威、马孝磊、李王鑫、邓明科、刘涌、郑芳蒙

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西安建筑科技大学土木工程学院,陕西西安 710055

民航机场建设集团北京国际工程有限公司,北京 100621

机场工程 普通混凝土 高延性混凝土 组合式道面 有限元模拟

国家自然科学基金陕西省教育厅科研项目

5200833323JC046

2024

市政技术
中国市政工程协会 北京市政路桥股份有限公司 北京市政建设集团有限责任公司 北京市市政工程研究院

市政技术

影响因子:0.385
ISSN:1009-7767
年,卷(期):2024.42(1)
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