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蒸压加气混凝土蒸养压力与力学性能数值模拟

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基于蒸压加气混凝土,采用大型有限元分析软件ABAQUS对其蒸养压力与力学性能数值模拟进行了研究.结果表明:蒸压加气混凝土立方体抗压试验破坏形态包括斜面剪切破坏、纵向劈裂破坏、边角破坏三种形态,普通混凝土 X型破坏现象未出现,与普通混凝土相比,端部效应对加气混凝土试块影响要小.在进行数值模拟以及数据处理之后所形成的应力云图之中能够发现,蒸压加气混凝土板下层钢筋所对应的最高应力可提升至屈服强度355 MPa,不仅如此受压区钢筋未形成屈服阶段.结合混凝土应力云综合分析发现,在混凝土跨的中底部都存在相对显著的受拉损伤现象,加气混凝土板材发生剪切破坏、弯曲破坏,蒸压加气混凝土板四分点加载处有混凝土应力集中现象出现.试件JQ1、JQ2数值模拟结果和试验值吻合较好,两个试件开裂荷载数值结果以及试验值之间比值可达到0.92~1.01,最终所获得的极限荷载数值结果以及试验值两者间的比值可达到0.99~1.04,所形成的偏差属于可接受区间之内.而进行试件JQ1的模拟所获得的开裂荷载与试验值间形成了小幅度偏差,试验极限荷载为38.5 kN,数值模拟极限荷载为38.0 kN,偏差为1.30%,数值模拟值和承载能力试验值相差较小,数值模拟比较准确.
Numerical simulation of steam curing pressure and mechanical properties of autoclaved aerated concrete
Based on autoclaved aerated concrete,it uses large-scale finite element analysis software ABAQUS to study the numerical simulation of its steam curing pressure and mechanical properties,and the results show that the failure forms of autoclaved aerated concrete cube compressive test include beveled shear failure,longitudinal splitting failure and corner failure,and the X-type failure phenomenon of ordinary concrete does not appear,and compared with ordinary concrete,the end effect has less influence on the aerated concrete test block.The stress cloud of rebar extracted by post-processing in numerical simulation shows that the maximum stress of the lower rebar of the autoclaved aerated concrete slab reaches a yield strength of 355 MPa,and the rebar in the compression area has no yield stage.The concrete stress cloud showed that the concrete at the bottom of the concrete span had serious tensile damage,shear failure and bending failure occurred in the aerated concrete panel,and the concrete stress concentration phenomenon appeared at the loading point of the autoclaved aerated concrete slab.The numerical simulation results of JQ1 and JQ2 are in good agreement with the test values,the ratio of the cracking load results and the test values of the two specimens is in the range of 0.92 to 1.01,and the ratio of the ultimate load value results and the test values is in the range of 0.99 to 1.04,and the range of deviation is acceptable.After the cracking load of the simulation result of the specimen JQ1,there is a certain deviation from the test value,the test limit load is 38.5 kN,the numerical simulation limit load is 38.0 kN,the deviation is 1.30%,the difference between the numerical simulation value and the bearing capacity test value is small,and the numerical simulation is more accurate.

autoclaved aerationfinite element analysisnumerical simulationconcretemechanical properties

胡文阁、常宝宏、张永军

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甘肃省定西公路事业发展中心,甘肃 定西 743000

甘肃省定西公路事业发展中心试验检测室,甘肃 定西 743000

蒸压加气 有限元分析 数值模拟 混凝土 力学性能

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(9)