Exemplo n.º 1
0
def BasicDataDispose(sequence, r, threshold=0):
    # usage: 常用的基础数据处理
    # 由基本的TestInf文件和原始实验数据OriginResult读取并计算,得到主要的裂纹扩展速率实验参数
    # input parameters:
    # sequence: 试件名(与MTS内设置一致)
    # r:实验应力比
    # threshold:数据筛选最小值,默认为0(即不筛选),可用于前段数据质量差时将其筛去
    # return paramater:
    # dadn、n、dk、a、kop:常见参数
    specimen, width, notch_length, thickness, elastic_modulus, yield_strength, precrack_length = \
        read_data.ReadTestInf(sequence=sequence)
    cycles, cracklength, kmax, kmin, pmax, pmin, kclosure, closureload = \
        read_data.ReadOriginResult(sequence=sequence, closure=True, cod=False)
    dadn_Manual, n_Manual, dk_Manual, a_Manual, kop_Manual = \
        experiment_calculation.FCGRandDKbyOriginalData(b=thickness, w=width, n=cycles, pmax=pmax, pmin=pmin,
                                                       a=cracklength,
                                                       ys=yield_strength, r=r, kclosure=kclosure,
                                                       threshold=threshold)
    return dadn_Manual, n_Manual, dk_Manual, a_Manual, kop_Manual
Exemplo n.º 2
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    def read_experimental_data(self, read_test_inf=True, ys=0):
        # 读取实验结果,默认读取实验参数文件,也可选择不读,若不读需在执行该函数前先存入相关参数
        # 若传入ys参数不为零,则存数据时存为传入的yield strength值,输入单位MPa
        if read_test_inf:
            specimen, width, notch_length, thickness, elastic_modulus, yield_strength, precrack_length = \
                read_data.ReadTestInf(sequence=self.name)
            self.specimen = specimen
            self.width = width
            self.notch_length = notch_length
            self.thickness = thickness
            self.elastic_modulus = elastic_modulus
            if ys == 0:
                self.yield_strength = yield_strength
            else:
                self.yield_strength = ys * 1e-3     # TestInf记录单位为GPa
            self.precrack_length = precrack_length
        dadn_MTS, n_MTS, dk_MTS = read_data.ReadMtsResult(sequence=self.name)
        cycles, cracklength, kmax, kmin, pmax, pmin, kclosure, closureload = \
            read_data.ReadOriginResult(sequence=self.name, closure=True, cod=False)
        dadn_Manual, n_Manual, dk_Manual, a_Manual, kc_Manual = \
            experiment_calculation.FCGRandDKbyOriginalData(b=self.thickness, w=self.width,
                                                           n=cycles, pmax=pmax, pmin=pmin, a=cracklength,
                                                           ys=self.yield_strength, r=self.stress_ratio,
                                                           kclosure=kclosure, threshold=self.threshold)
        self.dadn_MTS = dadn_MTS
        self.n_MTS = n_MTS
        self.dk_MTS = dk_MTS

        self.cycles = cycles
        self.cracklength = cracklength
        self.kmax = kmax
        self.kmin = kmin
        self.pmax = pmax
        self.pmin = pmin
        self.kclosure = kclosure
        self.closureload = closureload

        self.dadn_Manual = dadn_Manual
        self.n_Manual = n_Manual
        self.dk_Manual = dk_Manual
        self.a_Manual = a_Manual
        self.kc_Manual = kc_Manual
Exemplo n.º 3
0
 def basic_result_calculate(self):
     _, width, notch_length, thickness, elastic_modulus, yield_strength, precrack_length = \
         read_data.ReadTestInf(sequence=self.name)
     cycles, cracklength, kmax, kmin, pmax, pmin, kc_Manual, pc_Manual = \
         read_data.ReadOriginResult(self.name, closure=True, cod=False)
     dadn_Manual, n_Manual, dk_Manual, a_Manual, kop_Manual = \
         experiment_calculation.FCGRandDKbyOriginalData(b=thickness, w=width, n=cycles, pmax=pmax, pmin=pmin,
                                                        a=cracklength,
                                                        ys=yield_strength, r=self.stress_ratio, kclosure=kc_Manual,
                                                        threshold=0)
     self.width = width
     self.thickness = thickness
     self.notch_length = notch_length
     self.elastic_modulus = elastic_modulus
     self.precrack_length = precrack_length
     self.dadn = dadn_Manual
     self.n = n_Manual
     self.dk = dk_Manual
     self.a = a_Manual
     self.kc = kop_Manual
Exemplo n.º 4
0
r = 0.1
threshold = 0
aol_hold = 12.0057  # 高载长度:按Hold时记录的裂纹长度
aol_maxrate = 12.0057  # 高载长度:对应FCGRate最大时的裂纹长度
aol_minrate = 12.7927  # 高载长度:对应FCGRate最小时的裂纹长度

# 程序参数
show = 1  # 绘图开关

# 裂纹扩展公式数据库
c_w, m_w, gamma = paris_and_walker.WalkerParameter()
c_p, m_p = paris_and_walker.ParisParameter(r=r)

# 读取数据并完成基本的FCG处理
specimen, width, notch_length, thickness, elastic_modulus, yield_strength, precrack_length = \
    read_data.ReadTestInf(sequence=sequence[0])
cycles, cracklength, kmax, kmin, pmax, pmin, kclosure, closureload = \
    read_data.ReadOriginResult(sequence=sequence[0], closure=True, cod=False)
dadn_Manual, n_Manual, dk_Manual, a_Manual, kc_Manual = \
    experiment_calculation.FCGRandDKbyOriginalData(b=thickness, w=width, n=cycles, pmax=pmax, pmin=pmin,
                                                   a=cracklength,
                                                   ys=yield_strength, r=r, kclosure=kclosure,
                                                   threshold=threshold)

# Kmax at Overload计算
k_max_ol = mts_analysis.DeltaKCalculating(b=thickness,
                                          w=width,
                                          a=aol_hold,
                                          pmax=pol,
                                          pmin=0)