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(\(1994a\). )Tj
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(interactions." )Tj
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(120\(3\),593-617. )Tj
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(Dept. )Tj
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(Engrg., )Tj
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(Northwestern )Tj
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(Univ., )Tj
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(press\). )Tj
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(z. )Tj
/T1_0 1 Tf
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(P., )Tj
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(Bishop, )Tj
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(F. )Tj
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(C., )Tj
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(and )Tj
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(Chang, )Tj
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(T.-P. )Tj
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(\(1986\). )Tj
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(com\255)Tj
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(tests )Tj
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(paste )Tj
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(and )Tj
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(concrete )Tj
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(300 )Tj
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(P., )Tj
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(L. )Tj
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(\(1991\). )Tj
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(P., )Tj
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(Iirlisek, )Tj
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(M., )Tj
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(Xiang, )Tj
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(Y., )Tj
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(P. )Tj
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(stress-strain )Tj
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(boundaries )Tj
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(its )Tj
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(identification )Tj
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(Proc., )Tj
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(eds., )Tj
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(255-261. )Tj
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(Z. )Tj
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(P., )Tj
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(I. )Tj
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(size )Tj
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(effect )Tj
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(J. )Tj
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(Mech., )Tj
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(ASCE, )Tj
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(116\(11\), )Tj
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(2484-25054. )Tj
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(Balant, )Tj
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(Z. )Tj
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(P., )Tj
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(I. )Tj
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(\(1992\). )Tj
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(failure )Tj
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(quasi-brittle )Tj
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(material: )Tj
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(J. )Tj
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(540-556. )Tj
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(P., )Tj
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(Y., )Tj
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(P. )Tj
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(C. )Tj
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(\(1996\). )Tj
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("Microplane )Tj
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(model )Tj
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(concrete. )Tj
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(I: )Tj
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(Stress-strain )Tj
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(boundaries )Tj
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(and )Tj
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(finite )Tj
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(J. )Tj
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(Mech., )Tj
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(ASCE, )Tj
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(122\(3\),245-254. )Tj
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(Bresler, )Tj
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(B., )Tj
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(and )Tj
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(Pister, )Tj
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(K. )Tj
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(S. )Tj
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(\(1958\). )Tj
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("Strength )Tj
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(of )Tj
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(concrete )Tj
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(under )Tj
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(com\255)Tj
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(bined )Tj
0.0383 Tc 2.711 0 Td
(stresses." )Tj
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(J. )Tj
/T1_2 1 Tf
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(Am. )Tj
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(Concrete )Tj
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(Inst., )Tj
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0.0185 Tc 8.1 0 0 8.1 202.21 537.85 Tm
(551\(9\), )Tj
0.05 Tc 8.3777 0 0 8.1 229.82 537.85 Tm
(321-345. )Tj
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(Goode, )Tj
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(C. )Tj
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(D., )Tj
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(and )Tj
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(Helmy, )Tj
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(M. )Tj
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(A. )Tj
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(\(1967\). )Tj
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("The )Tj
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(strength )Tj
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(of )Tj
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(concrete )Tj
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(under )Tj
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(combined )Tj
0.0275 Tc 4.53 0 Td
(shear )Tj
0.0396 Tc 2.552 0 Td
(and )Tj
0.0272 Tc 1.867 0 Td
(direct )Tj
0.0411 Tc 2.781 0 Td
(stress." )Tj
/T1_2 1 Tf
-0.035 Tc 8.3291 0 0 8.4 189.45 519.6 Tm
(Mag. )Tj
-0.0074 Tc 8.4 0 0 8.4 210.08 519.6 Tm
(Concrete )Tj
-0.0062 Tc 3.94 0 Td
(Res., )Tj
/T1_0 1 Tf
0.0049 Tc 8.1 0 0 8.1 263 519.6 Tm
(19\(59\), )Tj
0.05 Tc 8.7885 0 0 8.1 290.34 519.6 Tm
(105-)Tj
-0.0064 Tc 8.1 0 0 8.1 65.96 510 Tm
(112. )Tj
/T1_1 1 Tf
0.0328 Tc 7.7 0 0 7.7 55.79 62.41 Tm
(2821 )Tj
/T1_3 1 Tf
0.033 Tc 7.8001 0 0 7.8001 75.54 62.41 Tm
(JOURNAL )Tj
0.05 Tc 8.0049 0 0 7.8001 115.33 62.41 Tm
(OF )Tj
0.0092 Tc 7.8001 0 0 7.8001 129.9 62.41 Tm
(ENGINEERING )Tj
0.01 Tc 7.478 0 Td
(MECHANICS )Tj
/T1_1 1 Tf
0 Tc 7.7 0 0 7.7 237.26 62.41 Tm
(1 )Tj
/T1_3 1 Tf
0.0027 Tc 7.8001 0 0 7.8001 242.47 62.41 Tm
(MARCH )Tj
0.0058 Tc 4.051 0 Td
(1996 )Tj
/T1_0 1 Tf
0.0159 Tc 8.1 0 0 8.1 332.8 782.41 Tm
(Green, )Tj
-0.0307 Tc 3.102 0 Td
(S. )Tj
/T1_1 1 Tf
0.0285 Tc 8.2 0 0 8.2 366.82 782.41 Tm
(I., )Tj
/T1_0 1 Tf
0.0248 Tc 8.1 0 0 8.1 376.96 782.41 Tm
(and )Tj
0.0165 Tc 1.799 0 Td
(Swanson, )Tj
-0.0011 Tc 4.296 0 Td
(S. )Tj
-0.0248 Tc 1.139 0 Td
(R. )Tj
0.011 Tc 1.238 0 Td
(\(1973\). )Tj
0.0485 Tc 3.43 0 Td
("Static )Tj
0.0199 Tc 3.268 0 Td
(constitutive )Tj
0.022 Tc 5.164 0 Td
(relations )Tj
0.0296 Tc 3.901 0 Td
(for )Tj
0.0406 Tc -28.739 -1.096 Td
(concrete." )Tj
/T1_2 1 Tf
-0.0191 Tc 8.4 0 0 8.4 378.54 773.53 Tm
(Rep. )Tj
-0.035 Tc 8.159 0 0 8.4 395.83 773.53 Tm
(No. )Tj
-0.0004 Tc 8.4 0 0 8.4 410.05 773.53 Tm
(AFWL-TR-72-2, )Tj
/T1_0 1 Tf
0.0393 Tc 8.2 0 0 8.2 466.79 773.53 Tm
(Air )Tj
0.0207 Tc 8.1 0 0 8.1 480.45 773.53 Tm
(Force )Tj
0.0086 Tc 2.667 0 Td
(Weapons )Tj
0.0157 Tc 4.058 0 Td
[(Lab., )-60(Kirtland )]TJ
/T1_3 1 Tf
0.05 Tc 8.5324 0 0 7.8001 340.57 764.89 Tm
(Air )Tj
/T1_0 1 Tf
0.0207 Tc 8.1 0 0 8.1 354.45 764.89 Tm
(Force )Tj
0.0132 Tc 2.725 0 Td
(Base, )Tj
0.0179 Tc 2.611 0 Td
(Albuquerque, )Tj
0.0074 Tc 6.051 0 Td
(N.M. )Tj
0.0122 Tc -14.054 -1.098 Td
(Hognestad, )Tj
0.0144 Tc 4.919 0 Td
(E., )Tj
0.0092 Tc 1.452 0 Td
(Hanson, )Tj
-0.0239 Tc 3.684 0 Td
(N. )Tj
-0.035 Tc 8.0801 0 0 8.2 424.53 756 Tm
(W., )Tj
0.0248 Tc 8.1 0 0 8.1 438.16 756 Tm
(and )Tj
0.0112 Tc 1.783 0 Td
(McHenry, )Tj
-0.0073 Tc 4.444 0 Td
(D. )Tj
0.011 Tc 1.298 0 Td
(\(1955\). )Tj
0.0477 Tc 3.4 0 Td
("Concrete )Tj
0.0173 Tc 4.657 0 Td
(stress )Tj
0.0157 Tc -27.67 -1.095 Td
(distribution )Tj
0.0095 Tc 5.098 0 Td
(in )Tj
0.0176 Tc 1.105 0 Td
(ultimated )Tj
0.0178 Tc 4.223 0 Td
(strength )Tj
0.0467 Tc 3.619 0 Td
(design." )Tj
/T1_1 1 Tf
-0.035 Tc 7.4305 0 0 7.7 485.69 747.13 Tm
(J. )Tj
/T1_2 1 Tf
-0.0172 Tc 8.4 0 0 8.4 494.05 747.13 Tm
(Am. )Tj
-0.0074 Tc 1.937 0 Td
(Concrete )Tj
-0.0118 Tc 3.914 0 Td
(Inst., )Tj
0.0002 Tc 2.295 0 Td
(52\(4\), )Tj
/T1_0 1 Tf
0.05 Tc 8.454 0 0 8.1 340.05 738.72 Tm
(455-477. )Tj
0.0004 Tc 8.1 0 0 8.1 332.84 729.6 Tm
(Kupfer, )Tj
0.002 Tc 3.407 0 Td
(H., )Tj
0.013 Tc 1.541 0 Td
(Hilsdorf, )Tj
-0.0127 Tc 4 0 Td
(H. )Tj
-0.0173 Tc 1.304 0 Td
(K., )Tj
0.0248 Tc 1.536 0 Td
(and )Tj
-0.0306 Tc 1.783 0 Td
(RUsch, )Tj
-0.0127 Tc 3.17 0 Td
(H. )Tj
0.011 Tc 1.298 0 Td
(\(1969\). )Tj
0.05 Tc 8.1242 0 0 8.1 506.49 729.6 Tm
("Behavior )Tj
8.9033 0 0 8.1 544.72 729.6 Tm
(of )Tj
0.0234 Tc 8.1 0 0 8.1 554.32 729.6 Tm
(concrete )Tj
0.0237 Tc -26.42 -1.096 Td
(under )Tj
0.0179 Tc 2.698 0 Td
(biaxial )Tj
0.0383 Tc 3.185 0 Td
(stresses." )Tj
/T1_1 1 Tf
-0.035 Tc 7.1074 0 0 7.7 423.77 720.72 Tm
(J. )Tj
/T1_2 1 Tf
-0.0172 Tc 8.4 0 0 8.4 432.61 720.72 Tm
(Am. )Tj
-0.0074 Tc 1.965 0 Td
(Concrete )Tj
-0.0118 Tc 3.971 0 Td
(Inst., )Tj
/T1_0 1 Tf
0.0095 Tc 8.1 0 0 8.1 502.22 720.72 Tm
(66, )Tj
0.05 Tc 8.5355 0 0 8.1 515.65 720.72 Tm
(656-666. )Tj
0.0043 Tc 8.1 0 0 8.1 332.36 711.85 Tm
(Launay, )Tj
-0.035 Tc 7.665 0 0 8.1 361.65 711.85 Tm
(P., )Tj
0.0248 Tc 8.1 0 0 8.1 372.16 711.85 Tm
(and )Tj
0.0206 Tc 1.778 0 Td
(Gachon, )Tj
-0.035 Tc 8.0359 0 0 8.1 417.56 711.85 Tm
(H. )Tj
0.011 Tc 8.1 0 0 8.1 428.07 711.85 Tm
(\(1971\). )Tj
0.05 Tc 8.1696 0 0 8.1 455.61 711.85 Tm
("Strain )Tj
0.01 Tc 8.1 0 0 8.1 483.52 711.85 Tm
(and )Tj
0.0196 Tc 1.788 0 Td
(ultimate )Tj
0.0178 Tc 3.749 0 Td
(strength )Tj
0.05 Tc 8.6251 0 0 8.1 558.16 711.85 Tm
(of )Tj
0.0172 Tc 8.1 0 0 8.1 567.76 711.85 Tm
(con\255)Tj
0.0166 Tc -28.118 -1.096 Td
(crete )Tj
0.0163 Tc 2.469 0 Td
(under )Tj
0.0071 Tc 2.783 0 Td
(triaxial )Tj
0.0454 Tc 3.337 0 Td
(stress." )Tj
/T1_2 1 Tf
-0.0276 Tc 8.4 0 0 8.4 439.51 702.97 Tm
(Proc., )Tj
0.0242 Tc 2.831 0 Td
(1st )Tj
-0.035 Tc 8.3947 0 0 8.4 476.48 702.97 Tm
(Int. )Tj
-0.0316 Tc 8.4 0 0 8.4 491.84 702.97 Tm
(Con/. )Tj
-0.0085 Tc 2.582 0 Td
(on )Tj
-0.0125 Tc 1.436 0 Td
(Struct. )Tj
-0.0199 Tc 3.069 0 Td
(Mech. )Tj
-0.035 Tc 8.2755 0 0 8.4 576.14 702.97 Tm
(in )Tj
0.0116 Tc 8.4 0 0 8.4 339.9 694.09 Tm
(Reactor )Tj
-0.035 Tc 8.3947 0 0 8.4 370.39 694.09 Tm
(Technol. )Tj
-0.0227 Tc 8.4 0 0 8.4 402.07 694.09 Tm
(\(SM: )Tj
-0.0044 Tc 2.427 0 Td
(RT1\), )Tj
/T1_0 1 Tf
-0.035 Tc 7.7176 0 0 8.1 445.13 694.09 Tm
(T. )Tj
0.019 Tc 8.1 0 0 8.1 455.46 694.09 Tm
(Iaeger, )Tj
0.0095 Tc 3.344 0 Td
(ed., )Tj
0.022 Tc 1.962 0 Td
(European )Tj
-0.0019 Tc 4.469 0 Td
(COmInunities, )Tj
0.0149 Tc -24.025 -1.096 Td
(Brussels, )Tj
0.0093 Tc 4.148 0 Td
(Belgium. )Tj
0.0122 Tc -5.131 -1.096 Td
(Ortiz, )Tj
-0.0025 Tc 2.731 0 Td
(M. )Tj
0.006 Tc 1.564 0 Td
(\(1987\). )Tj
0.05 Tc 8.7983 0 0 8.1 394.63 676.33 Tm
("An )Tj
0.0146 Tc 8.1 0 0 8.1 412.72 676.33 Tm
(analytical )Tj
0.013 Tc 4.411 0 Td
(study )Tj
0.05 Tc 8.9033 0 0 8.1 469.36 676.33 Tm
(of )Tj
0.0134 Tc 8.1 0 0 8.1 479.5 676.33 Tm
(the )Tj
0.0182 Tc 1.623 0 Td
(localized )Tj
0.0118 Tc 4.116 0 Td
(failure )Tj
0.0155 Tc 3.09 0 Td
(modes )Tj
-0.0201 Tc 3.105 0 Td
(in )Tj
0.0406 Tc -29.186 -1.068 Td
(concrete." )Tj
/T1_2 1 Tf
-0.027 Tc 8.4 0 0 8.4 378.57 667.68 Tm
(Mech. )Tj
0.05 Tc 9.518 0 0 8.4 402.4 667.68 Tm
(of )Tj
-0.0158 Tc 8.4 0 0 8.4 411.69 667.68 Tm
(Mat., )Tj
/T1_0 1 Tf
0.0153 Tc 8.1 0 0 8.1 432.14 667.68 Tm
(6, )Tj
0.05 Tc 8.3904 0 0 8.1 442.03 667.68 Tm
(159-174. )Tj
0.0452 Tc 8.1 0 0 8.1 332.08 658.8 Tm
(Olbolt, )Tj
/T1_1 1 Tf
0.0138 Tc 8.2 0 0 8.2 359.86 658.8 Tm
(I., )Tj
/T1_0 1 Tf
0.0248 Tc 8.1 0 0 8.1 370.48 658.8 Tm
(and )Tj
0.0412 Tc 1.872 0 Td
(Balant, )Tj
-0.0181 Tc 3.498 0 Td
(Z. )Tj
-0.035 Tc 6.9874 0 0 8.1 424.29 658.8 Tm
(P. )Tj
0.0159 Tc 8.1 0 0 8.1 433.11 658.8 Tm
(\(1994\). )Tj
0.0437 Tc 3.519 0 Td
("Numerical )Tj
0.0224 Tc 5.368 0 Td
(smeared )Tj
0.0151 Tc 3.825 0 Td
(fracture )Tj
0.0149 Tc 3.646 0 Td
(anal\255)Tj
0.0021 Tc -27.873 -1.067 Td
(ysis: )Tj
0.0127 Tc 2.578 0 Td
(nonlocal )Tj
0.0215 Tc 4.177 0 Td
(microcrack )Tj
0.022 Tc 5.298 0 Td
(interaction )Tj
0.0019 Tc 5.125 0 Td
(approach." )Tj
/T1_2 1 Tf
-0.0125 Tc 8.4 0 0 8.4 522.54 650.16 Tm
(Rep., )Tj
-0.0132 Tc 2.688 0 Td
(Dept. )Tj
-0.035 Tc 7.886 0 0 8.4 569.37 650.16 Tm
(Civ. )Tj
-0.0115 Tc 8.4 0 0 8.4 339.66 641.29 Tm
(Engrg., )Tj
/T1_0 1 Tf
0.0173 Tc 8.1 0 0 8.1 367 641.29 Tm
(Northwestern )Tj
-0.001 Tc 5.949 0 Td
(Univ., )Tj
0.0166 Tc 2.841 0 Td
(Evanston, )Tj
/T1_3 1 Tf
0.0367 Tc 7.8001 0 0 7.8001 474.03 641.29 Tm
(III.; )Tj
/T1_0 1 Tf
0.0106 Tc 8.1 0 0 8.1 488.8 641.29 Tm
(also )Tj
/T1_2 1 Tf
-0.035 Tc 8.3947 0 0 8.4 504.56 641.29 Tm
(Int. )Tj
/T1_1 1 Tf
7.4305 0 0 7.7 518.33 641.29 Tm
(J. )Tj
/T1_2 1 Tf
0.05 Tc 9.8154 0 0 8.4 527.2 641.29 Tm
(of )Tj
-0.035 Tc 8.3913 0 0 8.4 536 641.29 Tm
(Numer. )Tj
-0.0284 Tc 8.4 0 0 8.4 562.89 641.29 Tm
(Meth. )Tj
-0.035 Tc 8.2755 0 0 8.4 339.98 632.65 Tm
(in )Tj
-0.0267 Tc 8.4 0 0 8.4 349.5 632.65 Tm
(Engrg. )Tj
/T1_0 1 Tf
0.0174 Tc 8.1 0 0 8.1 375.03 632.65 Tm
(\(in )Tj
0.0114 Tc 1.494 0 Td
(press\). )Tj
0.0159 Tc -6.821 -1.068 Td
(Petersson, )Tj
-0.035 Tc 6.9874 0 0 8.1 368.37 624 Tm
(P. )Tj
-0.0175 Tc 8.1 0 0 8.1 376.28 624 Tm
(E. )Tj
0.011 Tc 1.149 0 Td
(\(1981\). )Tj
0.05 Tc 8.3083 0 0 8.1 412.64 624 Tm
("Crack )Tj
0.0173 Tc 8.1 0 0 8.1 439.85 624 Tm
(growth )Tj
0.0248 Tc 3.199 0 Td
(and )Tj
0.0271 Tc 1.748 0 Td
(development )Tj
0.05 Tc 8.6251 0 0 8.1 525.76 624 Tm
(of )Tj
0.0151 Tc 8.1 0 0 8.1 534.87 624 Tm
(fracture )Tj
0.0265 Tc 3.502 0 Td
(zones )Tj
0.0095 Tc -27.589 -1.067 Td
(in )Tj
0.0215 Tc 1.165 0 Td
(plain )Tj
0.015 Tc 2.478 0 Td
(concrete )Tj
0.0248 Tc 3.881 0 Td
(and )Tj
0.0161 Tc 1.893 0 Td
(similar )Tj
0.0369 Tc 3.241 0 Td
(materials." )Tj
/T1_2 1 Tf
-0.0191 Tc 8.4 0 0 8.4 483.66 615.36 Tm
(Rep. )Tj
-0.035 Tc 8.159 0 0 8.4 501.91 615.36 Tm
(No. )Tj
0.0395 Tc 8.4 0 0 8.4 517.53 615.36 Tm
(1VBM )Tj
-0.0089 Tc 2.971 0 Td
(1006, )Tj
/T1_0 1 Tf
0.0316 Tc 8.1 0 0 8.1 564.44 615.36 Tm
(Lund )Tj
0.0035 Tc -27.736 -1.067 Td
(Inst. )Tj
0.05 Tc 8.6251 0 0 8.1 357.28 606.72 Tm
(of )Tj
0.0045 Tc 8.1 0 0 8.1 367.13 606.72 Tm
(Technol., )Tj
0.0205 Tc 4.181 0 Td
(Lund, )Tj
0.0145 Tc 2.831 0 Td
(Sweden. )Tj
0.0131 Tc -11.364 -1.065 Td
(Pijaudier-Cabot, )Tj
0 Tc 7.225 0 Td
(G )Tj
-0.035 Tc 6.8914 0 0 8.1 396.82 598.09 Tm
(.\225 )Tj
0.01 Tc 8.1 0 0 8.1 404.56 598.09 Tm
(and )Tj
0.0412 Tc 1.96 0 Td
(Balant, )Tj
0.0115 Tc 3.557 0 Td
(Z. )Tj
-0.035 Tc 6.9874 0 0 8.1 460.53 598.09 Tm
(P. )Tj
0.011 Tc 8.1 0 0 8.1 470.07 598.09 Tm
(\(1987\). )Tj
0.0479 Tc 3.578 0 Td
("Nonlocal )Tj
0.0265 Tc 4.898 0 Td
(damage )Tj
-0.0033 Tc 3.77 0 Td
(the\255)Tj
0.05 Tc 8.1821 0 0 8.1 339.76 589.45 Tm
(ory." )Tj
/T1_1 1 Tf
-0.035 Tc 7.1074 0 0 7.7 360.65 589.45 Tm
(J. )Tj
/T1_2 1 Tf
-0.0267 Tc 8.4 0 0 8.4 369.66 589.45 Tm
(Engrg. )Tj
-0.0145 Tc 3.061 0 Td
(Mech., )Tj
/T1_0 1 Tf
0.0264 Tc 8.1 0 0 8.1 420.95 589.45 Tm
(ASCE, )Tj
0.009 Tc 3.344 0 Td
(113\(10\), )Tj
0.05 Tc 8.2716 0 0 8.1 479.71 589.45 Tm
(1512-1533. )Tj
0.0113 Tc 8.1 0 0 8.1 332.01 580.57 Tm
(Sinha, )Tj
-0.0055 Tc 3.006 0 Td
(B. )Tj
-0.035 Tc 7.665 0 0 8.1 367.41 580.57 Tm
(P., )Tj
0.0158 Tc 8.1 0 0 8.1 378.4 580.57 Tm
(Gerstle, )Tj
-0.035 Tc 7.7018 0 0 8.1 408.45 580.57 Tm
(K. )Tj
0.002 Tc 8.1 0 0 8.1 419.72 580.57 Tm
(H., )Tj
0.0248 Tc 1.654 0 Td
(and )Tj
0.0123 Tc 1.898 0 Td
(Tulin, )Tj
0.0115 Tc 2.907 0 Td
(L. )Tj
-0.0088 Tc 1.299 0 Td
(G. )Tj
0.006 Tc 1.48 0 Td
(\(1964\). )Tj
0.0361 Tc 3.489 0 Td
("Stress-strain )Tj
-0.0062 Tc 6.21 0 Td
(re\255)Tj
0.013 Tc -28.807 -1.068 Td
(lations )Tj
0.0148 Tc 3.02 0 Td
(for )Tj
0.0192 Tc 1.483 0 Td
(concrete )Tj
0.0237 Tc 3.802 0 Td
(under )Tj
0.0193 Tc 2.627 0 Td
(cyclic )Tj
0.045 Tc 2.757 0 Td
(loading." )Tj
/T1_1 1 Tf
-0.035 Tc 7.1074 0 0 7.7 485.69 571.92 Tm
(J. )Tj
/T1_2 1 Tf
-0.0172 Tc 8.4 0 0 8.4 493.81 571.92 Tm
(Am. )Tj
-0.0033 Tc 1.908 0 Td
(Concrete )Tj
-0.0118 Tc 3.914 0 Td
(Inst., )Tj
-0.0009 Tc 2.258 0 Td
(62\(2\), )Tj
/T1_0 1 Tf
0.05 Tc 8.3282 0 0 8.1 340.27 563.04 Tm
(195-210. )Tj
0.0072 Tc 8.1 0 0 8.1 332.14 554.41 Tm
(van )Tj
0.0028 Tc 1.775 0 Td
(Mier, )Tj
/T1_1 1 Tf
0.05 Tc 8.079 0 0 7.8001 366.83 554.41 Tm
(I. )Tj
/T1_0 1 Tf
-0.035 Tc 8.0699 0 0 8.1 374.56 554.41 Tm
(G. )Tj
-0.0025 Tc 8.1 0 0 8.1 384.92 554.41 Tm
(M. )Tj
0.011 Tc 1.505 0 Td
(\(1984\). )Tj
0.0301 Tc 3.4 0 Td
("Strain-softening )Tj
0.05 Tc 8.6251 0 0 8.1 486.16 554.41 Tm
(of )Tj
0.0192 Tc 8.1 0 0 8.1 495.52 554.41 Tm
(concrete )Tj
0.0311 Tc 3.832 0 Td
(under )Tj
0.0182 Tc 2.664 0 Td
(multiaxial )Tj
0.0216 Tc -25.725 -1.067 Td
(loading )Tj
0.0349 Tc 3.732 0 Td
(conditions," )Tj
0.0224 Tc 5.901 0 Td
(PhD )Tj
0.0135 Tc 2.484 0 Td
(dissertation, )Tj
0.0071 Tc 5.694 0 Td
(De )Tj
0.0134 Tc 1.833 0 Td
(Technische )Tj
0.0206 Tc 5.337 0 Td
(Hogeschool )Tj
0.016 Tc -25.007 -1.096 Td
(Eindhoven, )Tj
0.0169 Tc 5.122 0 Td
(The )Tj
0.0125 Tc 1.969 0 Td
(Netherlands. )Tj
0.0072 Tc -8.007 -1.068 Td
(van )Tj
0.0028 Tc 1.835 0 Td
(Mier, )Tj
/T1_1 1 Tf
0.05 Tc 8.4829 0 0 8.1 367.54 528.24 Tm
(I. )Tj
/T1_0 1 Tf
-0.0088 Tc 8.1 0 0 8.1 375.76 528.24 Tm
(G. )Tj
-0.0025 Tc 1.338 0 Td
(M. )Tj
0.006 Tc 1.564 0 Td
(\(1986\). )Tj
0.0389 Tc 3.43 0 Td
("Multiaxial )Tj
0.0162 Tc 5.309 0 Td
(strain-softening )Tj
0.05 Tc 8.6251 0 0 8.1 525.52 528.24 Tm
(of )Tj
0.0152 Tc 8.1 0 0 8.1 535.36 528.24 Tm
(concrete. )Tj
0.0219 Tc 4.153 0 Td
(Part )Tj
-0.0323 Tc -28.299 -1.096 Td
(I: )Tj
0.0079 Tc 1.122 0 Td
(fracture. )Tj
0.0219 Tc 3.977 0 Td
(Part )Tj
-0.0197 Tc 2.16 0 Td
(II: )Tj
0.0243 Tc 1.451 0 Td
(load )Tj
0.002 Tc 2.289 0 Td
(histories." )Tj
/T1_2 1 Tf
-0.033 Tc 8.4 0 0 8.4 469.05 519.36 Tm
(Mat. )Tj
/T1_1 1 Tf
-0.035 Tc 8.2247 0 0 8.3 488.78 519.36 Tm
(and )Tj
/T1_2 1 Tf
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