| 查看: 1324 | 回复: 5 | |||
| 【悬赏金币】回答本帖问题，作者挑战平凡将赠送您 20 个金币 | |||
[求助]
关于AASHTO规范中，混凝土裂缝宽度计算参数的疑问 已有1人参与
|
|||
| 好像上传不了图片啊 |
回复此楼» 猜你喜欢
职称评审没过，求安慰
已经有41人回复
-
回收溶剂求助
已经有7人回复
-
硝基苯如何除去
已经有3人回复
-
A期刊撤稿
已经有4人回复
-
垃圾破二本职称评审标准
已经有17人回复
-
投稿Elsevier的Neoplasia杂志，到最后选publishing options时页面空白，不能完成投稿
已经有22人回复
-
EST投稿状态问题
已经有7人回复
-
毕业后当辅导员了，天天各种学生超烦
已经有4人回复
-
求助文献
已经有3人回复
-
三无产品还有机会吗
已经有6人回复
|
(1) AASHTO-LFRD In AASHTO-LFRD, the idea of crack control is proposed instead of cracking width calculation. The spacing of reinforcements is specified directly. In this case, it turns convenient for designers to confirm concrete serviceability and durability. Nevertheless, the crack control idea focusing on spacing of reinforcements. 想请教 这个dc 怎么理解？ where ωmax is the maximum crack width; β is the ratio of the distances to the neutral axis from extreme tension fiber and the neutral axis from the edge; fs is the stress calculated in the reinforcements at service load; dc is the bottom cover measured from center of lowest bar.; and s is the maximum bar spacing. When using this equation to calculate crack width, test reinforcement stress value was substituted to the equation for fs. |
2楼2021-12-20 22:58:01
3楼2021-12-20 23:04:04
博士升
金虫 (正式写手)
- 应助: 4 (幼儿园)
- 金币: 1365.3
- 散金: 238
- 红花: 4
- 帖子: 382
- 在线: 89.3小时
- 虫号: 14379630
- 注册: 2019-02-26
- 性别: GG
- 专业: 结构工程
挑战平凡4楼2021-12-21 08:33:00
5楼2021-12-21 09:07:45
6楼2021-12-21 10:48:17