. "1098408463"^^ . . . "\uC555\uCD95 \uC751\uB825\uC740 \uBB3C\uCCB4\uC758 \uBA74\uC744 \uC0DD\uAC01\uD560 \uACBD\uC6B0, \uBA74\uC744 \uC591\uCE21\uC5D0\uC11C \uBC00\uC5B4\uBD99\uC774\uB294 \uAC83\uACFC \uAC19\uC740 \uD798\uC774 \uC791\uC6A9\uD558\uACE0 \uC788\uB294 \uACBD\uC6B0\uB97C \uB9D0\uD55C\uB2E4. \uBB3C\uCCB4\uC758 \uBA74\uC744 \uC0DD\uAC01\uD560 \uACBD\uC6B0, \uBA74\uC744 \uC591\uCE21\uC5D0\uC11C \uBC00\uC5B4\uBD99\uC774\uB294 \uAC83\uACFC \uAC19\uC740 \uD798\uC774 \uC791\uC6A9\uD558\uACE0 \uC788\uB294 \uACBD\uC6B0\uB97C \uC555\uCD95\uC751\uB825\uC774\uB77C\uACE0 \uD55C\uB2E4."@ko . "424487"^^ . . . . . . "1037"^^ . "\u58D3\u61C9\u529B\uFF08Compressive stress\uFF09\u662F\u7269\u9AD4\u53D7\u5230\u5411\u5167\u64E0\u58D3\u7684\u529B\u6642\u6240\u7522\u751F\u7684\u61C9\u529B\uFF1A \u58D3\u61C9\u529B = -( F/A) \u5176\u4E2D F\u662F\u7269\u9AD4\u6240\u53D7\u5230\u7684\u529BA\u662F\u7269\u9AD4\u7684\u622A\u9762\u7A4D \u58D3\u61C9\u529B\u7684\u6578\u503C\u4E00\u822C\u6703\u662F\u8CA0\u503C\uFF0C\u8868\u793A\u7269\u9AD4\u53D7\u5230\u64E0\u58D3\uFF0C\u53D7\u529B\u65B9\u5411\u548C\u9762\u7A4D\u7684\u5C0D\u5916\u6CD5\u65B9\u91CF\u65B9\u5411\u76F8\u53CD\uFF0C\u4E0D\u904E\u5728\u571F\u529B\u5DE5\u7A0B\u4E2D\uFF0C\u58D3\u61C9\u529B\u6703\u4EE5\u6B63\u503C\u8868\u793A\u3002 \u7269\u9AD4\u6240\u53D7\u7684\u58D3\u61C9\u529B\u82E5\u8D85\u904E\u6297\u58D3\u5F37\u5EA6\uFF0C\u7269\u9AD4\u6703\u7522\u751F\u8106\u65B7\u3001\u5851\u6027\u8B8A\u5F62\u7B49\u4E0D\u53EF\u9006\u7684\u5F62\u8B8A\u3002\u4E0D\u904E\u91DD\u5C0D\u7D30\u9577\u5F62\u7684\u7D50\u69CB\u4EF6\uFF0C\u96D6\u7136\u58D3\u61C9\u529B\u672A\u9054\u5230\u6297\u58D3\u5F37\u5EA6\uFF0C\u4E5F\u53EF\u80FD\u56E0\u70BA\u632B\u66F2\u800C\u7522\u751F\u3002"@zh . . . . . "\uC555\uCD95 \uC751\uB825"@ko . . "Tens\u00E3o de compress\u00E3o"@pt . . . . "\u0625\u062C\u0647\u0627\u062F \u0627\u0646\u0636\u063A\u0627\u0637\u064A"@ar . . "\u58D3\u61C9\u529B\uFF08Compressive stress\uFF09\u662F\u7269\u9AD4\u53D7\u5230\u5411\u5167\u64E0\u58D3\u7684\u529B\u6642\u6240\u7522\u751F\u7684\u61C9\u529B\uFF1A \u58D3\u61C9\u529B = -( F/A) \u5176\u4E2D F\u662F\u7269\u9AD4\u6240\u53D7\u5230\u7684\u529BA\u662F\u7269\u9AD4\u7684\u622A\u9762\u7A4D \u58D3\u61C9\u529B\u7684\u6578\u503C\u4E00\u822C\u6703\u662F\u8CA0\u503C\uFF0C\u8868\u793A\u7269\u9AD4\u53D7\u5230\u64E0\u58D3\uFF0C\u53D7\u529B\u65B9\u5411\u548C\u9762\u7A4D\u7684\u5C0D\u5916\u6CD5\u65B9\u91CF\u65B9\u5411\u76F8\u53CD\uFF0C\u4E0D\u904E\u5728\u571F\u529B\u5DE5\u7A0B\u4E2D\uFF0C\u58D3\u61C9\u529B\u6703\u4EE5\u6B63\u503C\u8868\u793A\u3002 \u7269\u9AD4\u6240\u53D7\u7684\u58D3\u61C9\u529B\u82E5\u8D85\u904E\u6297\u58D3\u5F37\u5EA6\uFF0C\u7269\u9AD4\u6703\u7522\u751F\u8106\u65B7\u3001\u5851\u6027\u8B8A\u5F62\u7B49\u4E0D\u53EF\u9006\u7684\u5F62\u8B8A\u3002\u4E0D\u904E\u91DD\u5C0D\u7D30\u9577\u5F62\u7684\u7D50\u69CB\u4EF6\uFF0C\u96D6\u7136\u58D3\u61C9\u529B\u672A\u9054\u5230\u6297\u58D3\u5F37\u5EA6\uFF0C\u4E5F\u53EF\u80FD\u56E0\u70BA\u632B\u66F2\u800C\u7522\u751F\u3002"@zh . "In long, slender structural elements \u2014 such as columns or truss bars \u2014 an increase of compressive force F leads to structural failure due to buckling at lower stress than the compressive strength. Compressive stress has stress units (force per unit area), usually with negative values to indicate the compaction. However, in geotechnical engineering, compressive stress is represented with positive values. Compressive stress is defined in the same way as the tensile stress but it has negative values so as to express the compression since dL has the opposite direction. ( L is the length of the object.) Compression stress= -( F/A) Where F= Force applied on the object. A= Area of cross section of the object. \n* v \n* t \n* e"@en . . . . . "\uC555\uCD95 \uC751\uB825\uC740 \uBB3C\uCCB4\uC758 \uBA74\uC744 \uC0DD\uAC01\uD560 \uACBD\uC6B0, \uBA74\uC744 \uC591\uCE21\uC5D0\uC11C \uBC00\uC5B4\uBD99\uC774\uB294 \uAC83\uACFC \uAC19\uC740 \uD798\uC774 \uC791\uC6A9\uD558\uACE0 \uC788\uB294 \uACBD\uC6B0\uB97C \uB9D0\uD55C\uB2E4. \uBB3C\uCCB4\uC758 \uBA74\uC744 \uC0DD\uAC01\uD560 \uACBD\uC6B0, \uBA74\uC744 \uC591\uCE21\uC5D0\uC11C \uBC00\uC5B4\uBD99\uC774\uB294 \uAC83\uACFC \uAC19\uC740 \uD798\uC774 \uC791\uC6A9\uD558\uACE0 \uC788\uB294 \uACBD\uC6B0\uB97C \uC555\uCD95\uC751\uB825\uC774\uB77C\uACE0 \uD55C\uB2E4."@ko . . "Tens\u00E3o de compress\u00E3o \u00E9 a tens\u00E3o que, quando aplicada, atua com dire\u00E7\u00E3o ao centro do material. Quando um material \u00E9 sujeitado \u00E0 tens\u00E3o compressiva, ent\u00E3o este material est\u00E1 sob compress\u00E3o. Usualmente, tens\u00E3o compressiva aplicada a barras colunas, etc, conduzem ao encurtamento, diminui\u00E7\u00E3o do comprimento. Compress\u00E3o \u00E9 o inverso da tra\u00E7\u00E3o."@pt . "Compressive stress"@en . "\u58D3\u61C9\u529B"@zh . "\u0627\u0644\u0625\u062C\u0647\u0627\u062F \u0627\u0644\u0627\u0646\u0636\u063A\u0627\u0637\u064A (\u0628\u0627\u0644\u0625\u0646\u062C\u0644\u064A\u0632\u064A\u0629: Compressive stress)\u200F\u060C \u064A\u0646\u062A\u062C \u0639\u0646 \u062A\u0623\u062B\u064A\u0631 \u0642\u0648\u0629 \u0639\u0644\u0649 \u062C\u0633\u0645 \u0646\u0627\u0628\u0636. \u0627\u0644\u0642\u064A\u0645\u0629 \u0627\u0644\u0639\u062F\u062F\u064A\u0629 \u0644\u0625\u062C\u0647\u0627\u062F \u0627\u0644\u0636\u063A\u0637\u060C \u0628\u062D\u0643\u0645 \u062A\u0639\u0631\u064A\u0641\u0647\u0627\u060C \u0644\u0647\u0627 \u0639\u0644\u0627\u0645\u0629 \u0633\u0627\u0644\u0628\u0629. \u0641\u064A \u0627\u0644\u0639\u0646\u0627\u0635\u0631 \u0627\u0644\u0647\u064A\u0643\u0644\u064A\u0629 \u0627\u0644\u0637\u0648\u064A\u0644\u0629 \u0627\u0644\u0646\u062D\u064A\u0644\u0629 - \u0645\u062B\u0644 \u0627\u0644\u0623\u0639\u0645\u062F\u0629 \u0623\u0648 \u0642\u0636\u0628\u0627\u0646 \u0627\u0644\u062C\u0645\u0627\u0644\u0648\u0646 - \u062A\u0624\u062F\u064A \u0632\u064A\u0627\u062F\u0629 \u0642\u0648\u0629 \u0627\u0644\u0636\u063A\u0637 \u0625\u0644\u0649 \u0641\u0634\u0644 \u0647\u064A\u0643\u0644\u064A \u0628\u0633\u0628\u0628 \u0627\u0644\u062A\u0648\u0627\u0621 \u0639\u0646\u062F \u0636\u063A\u0637 \u0623\u0642\u0644 \u0645\u0646 \u0642\u0648\u0629 \u0627\u0644\u0636\u063A\u0637. \u064A\u062D\u062A\u0648\u064A \u0627\u0644\u0625\u062C\u0647\u0627\u062F \u0627\u0644\u0627\u0646\u0636\u063A\u0627\u0637\u064A \u0639\u0644\u0649 \u0648\u062D\u062F\u0627\u062A \u0636\u063A\u0637 (\u0627\u0644\u0642\u0648\u0629 \u0644\u0643\u0644 \u0648\u062D\u062F\u0629 \u0645\u0633\u0627\u062D\u0629)\u060C \u0639\u0627\u062F\u0629\u064B \u0628\u0642\u064A\u0645 \u0633\u0627\u0644\u0628\u0629 \u0644\u0644\u0625\u0634\u0627\u0631\u0629 \u0644\u0625\u062C\u0647\u0627\u062F \u0627\u0644\u0636\u063A\u0637. \u0648\u0645\u0639 \u0630\u0644\u0643\u060C \u0641\u064A \u0627\u0644\u0647\u0646\u062F\u0633\u0629 \u0627\u0644\u062C\u064A\u0648\u062A\u0642\u0646\u064A\u0629\u060C \u064A\u062A\u0645 \u062A\u0645\u062B\u064A\u0644 \u0627\u0644\u0636\u063A\u0637 \u0627\u0644\u0627\u0646\u0636\u063A\u0627\u0628\u064A \u0628\u0642\u064A\u0645 \u0625\u064A\u062C\u0627\u0628\u064A\u0629."@ar . . "In long, slender structural elements \u2014 such as columns or truss bars \u2014 an increase of compressive force F leads to structural failure due to buckling at lower stress than the compressive strength. Compressive stress has stress units (force per unit area), usually with negative values to indicate the compaction. However, in geotechnical engineering, compressive stress is represented with positive values. Compression stress= -( F/A) Where F= Force applied on the object. A= Area of cross section of the object. \n* v \n* t \n* e"@en . . "\u0627\u0644\u0625\u062C\u0647\u0627\u062F \u0627\u0644\u0627\u0646\u0636\u063A\u0627\u0637\u064A (\u0628\u0627\u0644\u0625\u0646\u062C\u0644\u064A\u0632\u064A\u0629: Compressive stress)\u200F\u060C \u064A\u0646\u062A\u062C \u0639\u0646 \u062A\u0623\u062B\u064A\u0631 \u0642\u0648\u0629 \u0639\u0644\u0649 \u062C\u0633\u0645 \u0646\u0627\u0628\u0636. \u0627\u0644\u0642\u064A\u0645\u0629 \u0627\u0644\u0639\u062F\u062F\u064A\u0629 \u0644\u0625\u062C\u0647\u0627\u062F \u0627\u0644\u0636\u063A\u0637\u060C \u0628\u062D\u0643\u0645 \u062A\u0639\u0631\u064A\u0641\u0647\u0627\u060C \u0644\u0647\u0627 \u0639\u0644\u0627\u0645\u0629 \u0633\u0627\u0644\u0628\u0629. \u0641\u064A \u0627\u0644\u0639\u0646\u0627\u0635\u0631 \u0627\u0644\u0647\u064A\u0643\u0644\u064A\u0629 \u0627\u0644\u0637\u0648\u064A\u0644\u0629 \u0627\u0644\u0646\u062D\u064A\u0644\u0629 - \u0645\u062B\u0644 \u0627\u0644\u0623\u0639\u0645\u062F\u0629 \u0623\u0648 \u0642\u0636\u0628\u0627\u0646 \u0627\u0644\u062C\u0645\u0627\u0644\u0648\u0646 - \u062A\u0624\u062F\u064A \u0632\u064A\u0627\u062F\u0629 \u0642\u0648\u0629 \u0627\u0644\u0636\u063A\u0637 \u0625\u0644\u0649 \u0641\u0634\u0644 \u0647\u064A\u0643\u0644\u064A \u0628\u0633\u0628\u0628 \u0627\u0644\u062A\u0648\u0627\u0621 \u0639\u0646\u062F \u0636\u063A\u0637 \u0623\u0642\u0644 \u0645\u0646 \u0642\u0648\u0629 \u0627\u0644\u0636\u063A\u0637. \u064A\u062D\u062A\u0648\u064A \u0627\u0644\u0625\u062C\u0647\u0627\u062F \u0627\u0644\u0627\u0646\u0636\u063A\u0627\u0637\u064A \u0639\u0644\u0649 \u0648\u062D\u062F\u0627\u062A \u0636\u063A\u0637 (\u0627\u0644\u0642\u0648\u0629 \u0644\u0643\u0644 \u0648\u062D\u062F\u0629 \u0645\u0633\u0627\u062D\u0629)\u060C \u0639\u0627\u062F\u0629\u064B \u0628\u0642\u064A\u0645 \u0633\u0627\u0644\u0628\u0629 \u0644\u0644\u0625\u0634\u0627\u0631\u0629 \u0644\u0625\u062C\u0647\u0627\u062F \u0627\u0644\u0636\u063A\u0637. \u0648\u0645\u0639 \u0630\u0644\u0643\u060C \u0641\u064A \u0627\u0644\u0647\u0646\u062F\u0633\u0629 \u0627\u0644\u062C\u064A\u0648\u062A\u0642\u0646\u064A\u0629\u060C \u064A\u062A\u0645 \u062A\u0645\u062B\u064A\u0644 \u0627\u0644\u0636\u063A\u0637 \u0627\u0644\u0627\u0646\u0636\u063A\u0627\u0628\u064A \u0628\u0642\u064A\u0645 \u0625\u064A\u062C\u0627\u0628\u064A\u0629."@ar . "Tens\u00E3o de compress\u00E3o \u00E9 a tens\u00E3o que, quando aplicada, atua com dire\u00E7\u00E3o ao centro do material. Quando um material \u00E9 sujeitado \u00E0 tens\u00E3o compressiva, ent\u00E3o este material est\u00E1 sob compress\u00E3o. Usualmente, tens\u00E3o compressiva aplicada a barras colunas, etc, conduzem ao encurtamento, diminui\u00E7\u00E3o do comprimento. Compress\u00E3o \u00E9 o inverso da tra\u00E7\u00E3o."@pt .