PCF采用了该方法，能根据结构的使用性能要求，主动进行抗裂设计，并对不同抗裂等级构件取得了统一的计算方法。
Using this method, PCF can automatically fulfill the requirements of crack-controlling, and unifies the calculating method of the quantity of prestressed tendons under different crack-controlling.
根据试验结果，本文提出了抗裂度、极限扭矩以及在使用荷载作用下最大允许扭矩的计算公式。
Based on the test results the paper presents formulas for determining cracking torque, ultimate torque and the maximum admissible torque under service loads.
在试验分析的基础上，提出适用于高强轻集料钢筋混凝土梁的抗裂度计算方法。
From the test results, the calculation method for crack resistant bending moment is proposed.
另外还运用有限元程序ANSYS对预应力抗裂措施下的大型钢筋混凝土水池池壁类结构形式进行了仿真计算分析。
In addition, it analyses the crack resistance of the walls of huge reinforced concrete cylindrical tanks under prestressed measures by finite element analysis software of ANSYS.
针对大体积混凝土裂缝的原因，进行了温度计算和抗裂分析。
Aimed at the general reason of cracks of mass concrete, the calculation of temperature and the analysis of crack were made.
针对大体积混凝土裂缝的原因，进行了温度计算和抗裂分析。
The general reason of cracks of mass concrete is introduced, it gives the calculation of temperature and the analysis of crack.
试验和计算结果表明：425号低热水泥混凝土的抗裂性能明显比525号中热水泥混凝土的好；
Test and calculation results show that the anti-crack properties of No. 425 low heat cement concrete are obviously superior to those of No. 525 medium heat cement concrete;
通过对计算结果的分析研究，总结了其受力特点、应力分布情况和抗裂性能。
The dissertation concluded the character of bearing, the case of stress distributing and anti-crazing capability via the research about the result of computing.
在此基础上提出了节点抗裂度的计算方法。
Based on these and other available test results, an approach for calculating the crack resistance of joints is presented.
采用理论计算、热影响区最高硬度试验和小铁研试验方法研究了超低碳含铜时效钢的抗裂性。
Cracking resistance of ultra-low cabon Cu-bearing age-hardening steels was studied in this paper by computing, maximum hardness in weld heat-affected zone test and Y-groove cracking test.
建议的计算预应力混凝土及钢筋混凝土构件抗裂度和最大裂缝宽度的公式用大连工学院等单位所作的试验资料作了验证。
The proposed equations for evaluating the cracking strength and maximum crack width of prestressed and reinforced concrete members are verified by …
建议的计算预应力混凝土及钢筋混凝土构件抗裂度和最大裂缝宽度的公式用大连工学院等单位所作的试验资料作了验证。
The proposed equations for evaluating the cracking strength and maximum crack width of prestressed and reinforced concrete members are verified by …
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