{
    "created": "2025-05-22 15:36:39",
    "updated": "2026-04-15 05:29:35",
    "id": "4f568cca-94ee-45d1-be4c-ced00c6e6d06",
    "version": 2,
    "ds_topic": null,
    "title_cn": "小湾拱坝应力场重构计算结果数据集",
    "title_en": "Data set of stress field reconstruction calculation results for Xiaowan arch dam",
    "ds_abstract": "<p>&emsp;&emsp;混凝土温度、变形分布变化规律比较清楚，但直接反映大坝安全状态的应力认识不足。该数据集为本课题高混凝土坝应力场构建技术下的计算成果，该数据集分为两个部分，其中txt文件为应力计算结果，第一行为节点应力英文，第二行从左到右为节点号，x方向应力（0.01Mpa），y方向应力（0.01Mpa），z方向应力（0.01Mpa），xy面应力（0.01Mpa），yz面应力（0.01Mpa），zx面应力（0.01Mpa），第三行到最后一行都是第一行对应的数值。可视化部分为msh文件和res文件，需要下载gid，通过gid打开msh文件即可查看应力场计算结果。",
    "ds_source": "<p>&emsp;&emsp;重构计算值主要通过构建精细化有限元仿真模型、准确反演边界条件和材料参数荷载、仿真计算得到。",
    "ds_process_way": "<p>&emsp;&emsp;重构计算值主要采用有限元软件SAPTIS，算法来源为有限元基本理论、朱伯芳院士相关著作、软件说明书等。",
    "ds_quality": "<p>&emsp;&emsp;该数据可为准确把握小湾大坝工作性态提供可靠数据支持。仿真计算值经反馈验证，应力云图分布规律符合常识，与实际测值相符，模型校核准确。",
    "ds_acq_start_time": "2024-01-01 00:00:00",
    "ds_acq_end_time": "2024-12-31 00:00:00",
    "ds_acq_place": "小湾拱坝",
    "ds_acq_lon_east": 100.13,
    "ds_acq_lat_south": 24.6,
    "ds_acq_lon_west": 100.08999999999999,
    "ds_acq_lat_north": 24.683333333333334,
    "ds_acq_alt_low": null,
    "ds_acq_alt_high": null,
    "ds_share_type": "login-access",
    "ds_total_size": 186516530,
    "ds_files_count": 4,
    "ds_format": "*.txt,*.msh,*.res",
    "ds_space_res": null,
    "ds_time_res": "",
    "ds_coordinate": "无",
    "ds_projection": "",
    "ds_thumbnail": "4f568cca-94ee-45d1-be4c-ced00c6e6d06.png",
    "ds_thumb_from": 0,
    "ds_ref_way": "",
    "paper_ref_way": "",
    "ds_ref_instruction": "",
    "ds_from_station": null,
    "organization_id": "973f338d-7fd4-4c6f-aab1-44a5c242d419",
    "ds_serv_man": "李红星",
    "ds_serv_phone": "0931-4967592",
    "ds_serv_mail": "ncdc@lzb.ac.cn",
    "doi_value": "",
    "subject_codes": [
        "410"
    ],
    "quality_level": 3,
    "publish_time": "2025-05-29 18:13:58",
    "last_updated": "2025-05-29 18:13:58",
    "protected": false,
    "protected_to": null,
    "lang": "zh",
    "cstr": "11738.11.NCDC.NHRI_DAM.DB6852.2025",
    "i18n": {
        "en": {
            "title": "Data set of stress field reconstruction calculation results for Xiaowan arch dam",
            "ds_format": "*.txt,*.msh,*.res",
            "ds_source": "<p>&emsp; &emsp; The reconstruction calculation values are mainly obtained through the construction of refined finite element simulation models, accurate inversion of boundary conditions and material parameter loads, and simulation calculations.",
            "ds_quality": "<p>&emsp; &emsp; This data can provide reliable data support for accurately grasping the working behavior of Xiaowan Dam. The simulated calculation values have been verified through feedback, and the distribution pattern of stress cloud maps conforms to common sense and is consistent with actual measured values. The model verification is accurate.",
            "ds_ref_way": "",
            "ds_abstract": "<p>    The changes in temperature and deformation distribution of concrete are relatively clear, but there is insufficient understanding of the stress that directly reflects the safety status of the dam. This dataset is the calculation result of the stress field construction technology for high concrete dams in this project. The dataset is divided into two parts, where the txt file is the stress calculation result. The first line is the node stress in English, and the second line from left to right is the node number. The x-direction stress (0.01Mpa), y-direction stress (0.01Mpa), z-direction stress (0.01Mpa), xy plane stress (0.01Mpa), yz plane stress (0.01Mpa), zx plane stress (0.01Mpa), and the third line to the last line are the corresponding values of the first line. The visualization part consists of MSH files and RES files. You need to download GID and open the MSH file through GID to view the stress field calculation results.</p>",
            "ds_time_res": "",
            "ds_acq_place": "xiaowan arch dam",
            "ds_space_res": "",
            "ds_projection": "",
            "ds_process_way": "<p>&emsp; &emsp; The reconstruction calculation values are mainly carried out using the finite element software SAPTIS, and the algorithm sources are the basic theory of finite element, relevant works of Academician Zhu Bofang, software manuals, etc.",
            "ds_ref_instruction": ""
        }
    },
    "submit_center_id": "ncdc",
    "data_level": 0,
    "license_type": "CC BY 4.0",
    "ds_topic_tags": [
        "应力场",
        "有限元仿真"
    ],
    "ds_subject_tags": [
        "工程与技术科学基础学科"
    ],
    "ds_class_tags": [],
    "ds_locus_tags": [
        "中国",
        "小湾大坝"
    ],
    "ds_time_tags": [
        2024
    ],
    "ds_contributors": [
        {
            "true_name": "黄乃亮",
            "email": "1628630138@qq.com",
            "work_for": "中国水利水电科学研究院",
            "country": "中国"
        }
    ],
    "ds_meta_authors": [
        {
            "true_name": "黄乃亮",
            "email": "1628630138@qq.com",
            "work_for": "中国水利水电科学研究院",
            "country": "中国"
        }
    ],
    "ds_managers": [
        {
            "true_name": "黄乃亮",
            "email": "1628630138@qq.com",
            "work_for": "中国水利水电科学研究院",
            "country": "中国"
        }
    ],
    "category": "其他"
}