ASTM D6992-16(2023)由美国国家标准学会 US-ANSI 发布于 。
1.1 This test method covers accelerated testing for tensile creep, and tensile creep-rupture properties using the Stepped Isothermal Method (SIM). 1.2 The test method is focused on geosynthetic reinforcement materials such as yarns, ribs of geogrids, or narrow geotextile specimens. 1.3 The SIM tests are laterally unconfined tests based on time-temperature superposition procedures. 1.4 Tensile tests are to be completed before SIM tests and the results are used to determine the stress levels for subsequent SIM tests defined in terms of the percentage of Ultimate Tensile Strength (T ULT ). Additionally, the tensile test can be designed to provide estimates of the initial elastic strain distributions appropriate for the SIM results. 1.5 Ramp and Hold (R+H) tests may be completed in conjunction with SIM tests. They are designed to provide additional estimates of the initial elastic and initial rapid creep strain levels appropriate for the SIM results. 1.6 This method can be used to establish the sustained load creep and creep-rupture characteristics of a geosynthetic. Results of this method are to be used to augment results of Test Method D5262 and may not be used as the sole basis for determination of long-term creep and creep-rupture behavior of geosynthetic material. 1.7 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. 1.8 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.9 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
[1]2)检测金属材料的持久强度极限通过高温拉伸持久试验测定。持久强度极限的测定方法与蠕变极限类似,同样在特定温度下选择不同应力进行蠕变试验,不同之处在于试验进行至试样蠕变断裂为止。一般在试验过程中,不需要测定试样的伸长量,只要测定试样在规定温度和一定应力作用下直至断裂的时间。...
寿命时间分数法认为材料疲劳蠕变交互作用的损伤为疲劳损伤和蠕变损伤的线性累积,如下式所示:其中Nf为疲劳寿命,从ni为疲劳循环周次,tr为蠕变破坏时间,t为蠕变保持时间。该方法将分别计算得到的疲劳损伤量和蠕变损伤量进行简单的相加,得到总的损伤量,计算十分简单,不过需要获得相应温度环境下纯蠕变和纯疲劳的试验数据。由于该方法没有考虑疲劳和蠕变的交互作用,其计算结果和精度较差。...
当蠕变劲度St在300~600MPa范围内,且蠕变斜率m>0.30时,增加沥青直接拉伸试验,其断裂应变不宜小于1%。以上都不满足时,采用弯曲梁流变试验和直接拉伸试验确定沥青临界开裂温度,临界开裂温度不宜高于路面低温设计温度。图20 通过BBR试验和DT试验计算沥青的临界开裂温度此处,涉及到除BBR弯曲梁流变仪外的另一种试验设备——DT沥青直接拉伸试验仪。...
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